AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... ·...

34
AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. 2 % Million Description of item Quantity Unit Rate Rate to be quoted by the contractor Sr # Ch No Item No RCC SEWER Earth work excavation in open cutting for sewer and manholes as shown in drawing i/c shuttering, timbering, dressing to correct section and dimensions according to templates and levels,and removing surface water,in all types of soil except shingle,gravel complete in all respect 0' to 7' depth 39500.00 % 0Cft 5118.60 2 7 30 Supply and filling sand under floor for 6'' i/d sewer 6143.04 % Cft 1742.00 Providing laying RCC pipe sewers moulded with cement concrete 1:1 ½ :3 conforming to ASTM specification C-76-79 Class.II wall B,including carriage of pipe from factory to site of work,lowering in trenches to correct alignment and grade , jointing with rubberring cutting pipes where necessary, testing etc. complete. 12 i/d 2703.00 P.Rft 411.75 4 3 13a Rehandling of earth work lead up to a single through of Khassi, Phorah or Shovel compaction of earth(soft, ordinary of hard soil) mixising, moistening, earth to optimum moisture content in layer of compaction etc 31600.00 %0Cft 2153.70 MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia SEWER 50.00 Nos Earth work excavation in open cutting for sewer and manholes as shown in drawing i/c shuttering, timbering, dressing to correct section and dimensions according to templates and levels,and removing surface water,in all types of soil except shingle,gravel complete in all respect Ϭ’ to ϳ’-Ϭ” depth 13631.00 %0Cft 5118.60 2 6 2 Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm) gauge 1104.50 %Cft 3894.00 3 6 3d Cement concrete brick or stone ballast ϭ.ϱ” to Ϯ” guage ratio 1:6:12 complete 1111.80 %Cft 10672.65 4 7 7i Pacc brick work other than building upto 10ft height in cement sand mortor Ratio 1:3 1967.00 %Cft 20797.25 5 7 10 Extra for pacca brick work in steining of well or any other circular masonry. 1967.00 %Cft 1572.85 6 6 5f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) Ratio 1:2:4 809.00 %Cft 21879.00 3 42i Time Limit: 45 Days Earnest Money 21 3 1 BID SCHEDULE Name Of Work CONSTRUCTION OF SEWERAGE, DRAIN, PCC / RCC IN AREAS OF UC-27 (EASRERN SIDE) DISTRICT GUJRANWALA. (NA-95) Approx Cost 1 3 42 MRS Bi-Annual Period (1st July 2017 to 31st December 2017) 3 Page 1 of 3

Transcript of AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... ·...

Page 1: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

AREAS OF UC-27 (EASRERN SIDE)

Rs. 11.574 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 39500.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 6143.04 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 2703.00 P.Rft 411.75

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

31600.00 %0Cft 2153.70

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

SEWER 50.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 13631.00 %0Cft 5118.60

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

gauge1104.50 %Cft 3894.00

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

1:6:12 complete1111.80 %Cft 10672.65

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

sand mortor Ratio 1:31967.00 %Cft 20797.25

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

circular masonry.1967.00 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

809.00 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF SEWERAGE, DRAIN, PCC / RCC IN AREAS OF UC-27 (EASRERN

SIDE) DISTRICT GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

Page 1 of 3

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AREAS OF UC-27 (EASRERN SIDE)

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

712.00 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.628.50 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

50.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

50.00 Each 242.20

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

height3152.50 %Sft 2078.30

GULLY GRATING (12" X 12") 25.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

1968.75 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 393.75 % Cft 1742.00

3 21 1

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

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

complete in all respects. 6" i/d

300.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

1575.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 25.00 Each 2931.85

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 3465.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 3465.00 % Cft 1742.40

3 3 17abc

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

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

6930.00 %0 Cft 5635.20

4 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

40174.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.22903.00 % Cft 9346.60

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

22903.00 % Cft 21879.00

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AREAS OF UC-27 (EASRERN SIDE)

7 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

20154.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER4.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 12.16 %Cft 6388.80

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

1:3 24.00 %Cft 20797.25

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

24.00 %Cft 1572.85

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

40.00 %Cft 2078.30

5 21 15a

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

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

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

complete in all respect.

4.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 149.30 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

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

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

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

GUJRANWALA

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

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

completion of work.

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

Page 3 of 3

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ABADIES OF UC-22

Rs. 4.630 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 6094.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 947.70 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 418.00 P.Rft 411.75

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

4875.00 %0Cft 2153.70

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

SEWER 8.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 2180.96 %0Cft 5118.60

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

gauge176.72 %Cft 3894.00

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

1:6:12 complete177.89 %Cft 10672.65

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

sand mortor Ratio 1:3314.72 %Cft 20797.25

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

circular masonry.314.72 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

129.44 %Cft 21879.00

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE, PCC / RCC IN ABADIES OF UC-22 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

Page 1 of 4

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ABADIES OF UC-22

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

113.92 %Cft 3953.70

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

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

9 21 15a

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

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

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

complete in all respect.

8.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

8.00 Each 242.20

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

height504.40 %Sft 2078.30

GULLY GRATING (12" X 12") 5.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

393.75 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 78.75 % Cft 1742.00

3 21 1

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

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

complete in all respects. 6" i/d

60.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

315.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 5.00 Each 2931.85

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

1322.10 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

780.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

2080.00 % Rft 5839.40

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

mortor ratio 1:5613.13 % Cft 18974.90

Page 2 of 4

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ABADIES OF UC-22

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

2340.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

2600.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

30.76 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

27.07 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

94.09 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 6006.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 6006.00 % Cft 1742.40

3 3 17abc

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

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

12012.00 %0 Cft 5635.20

4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.8012.00 % Cft 9346.60

5 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

8012.00 % Cft 21879.00

6 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

7051.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER2.00 Nos

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

Page 3 of 4

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ABADIES OF UC-22

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

1:3 12.00 %Cft 20797.25

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

12.00 %Cft 1572.85

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

20.00 %Cft 2078.30

5 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 74.65 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

GUJRANWALA

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

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

completion of work.

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

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

Page 4 of 4

Page 8: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

AREA OF UC-23

Rs. 4.630 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 953.13 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1482.30 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 652.00 P.Rft 411.75

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

762.50 %0Cft 2153.70

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

SEWER 12.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 3271.44 %0Cft 5118.60

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

gauge265.08 %Cft 3894.00

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

1:6:12 complete266.83 %Cft 10672.65

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

sand mortor Ratio 1:3472.08 %Cft 20797.25

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

circular masonry.472.08 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

194.16 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF SEWERAGE,DRAIN PCC / RCC IN AREA OF UC-23 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

Page 1 of 4

Page 9: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

AREA OF UC-23

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

170.88 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.150.84 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

12.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

12.00 Each 242.20

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

height756.60 %Sft 2078.30

GULLY GRATING (12" X 12") 8.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

630.00 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 126.00 % Cft 1742.00

3 21 1

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

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

complete in all respects. 6" i/d

96.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

504.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 8.00 Each 2931.85

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

2695.05 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

1590.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

4240.00 % Rft 5839.40

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

mortor ratio 1:51319.05 % Cft 18974.90

Page 2 of 4

Page 10: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

AREA OF UC-23

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

4770.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

5300.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

69.20 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

60.90 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

211.94 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 12425.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 12425.00 % Cft 1742.40

3 3 17abc

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

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

24849.00 %0 Cft 5635.20

4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.16615.00 % Cft 9346.60

5 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

16615.00 % Cft 21879.00

6 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

14621.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER2.00 Nos

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

Page 3 of 4

Page 11: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

AREA OF UC-23

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

1:3 12.00 %Cft 20797.25

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

12.00 %Cft 1572.85

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

20.00 %Cft 2078.30

5 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 74.65 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

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

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

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

GUJRANWALA

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

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

completion of work.

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

Page 4 of 4

Page 12: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC-24

Rs. 4.630 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 1328.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 206.55 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 92.00 P.Rft 411.75

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

1062.50 %0Cft 2153.70

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

SEWER 2.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 545.24 %0Cft 5118.60

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

gauge44.18 %Cft 3894.00

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

1:6:12 complete44.47 %Cft 10672.65

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

sand mortor Ratio 1:378.68 %Cft 20797.25

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

circular masonry.78.68 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

32.36 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC/RCC DRAIN, AND SEWERAGE, IN UC-24 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

Page 1 of 4

Page 13: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC-24

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

28.48 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.25.14 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

2.00 Each 242.20

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

height126.10 %Sft 2078.30

GULLY GRATING (12" X 12") 2.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

157.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 31.50 % Cft 1742.00

3 21 1

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

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

complete in all respects. 6" i/d

24.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

126.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 2.00 Each 2931.85

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

1789.92 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

1056.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

2816.00 % Rft 5839.40

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

mortor ratio 1:5899.81 % Cft 18974.90

Page 2 of 4

Page 14: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC-24

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

3168.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

3520.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

76.89 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

67.66 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

235.48 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 5306.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 5306.00 % Cft 1742.40

3 3 17abc

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

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

10613.00 %0 Cft 5635.20

4 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

5700.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.8156.00 % Cft 9346.60

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

8156.00 % Cft 21879.00

7 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

7178.00 %Cft 3953.70

Page 3 of 4

Page 15: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC-24

RAISING OF MAN HOLE CHAMBER2.00 Nos

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

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

1:3 12.00 %Cft 20797.25

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

12.00 %Cft 1572.85

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

20.00 %Cft 2078.30

5 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 74.65 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

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

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

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

GUJRANWALA

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

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

completion of work.

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

Page 4 of 4

Page 16: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 25

Rs. 9.260 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 22493.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1609.88 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12" i/d 708.00 P.Rft 411.75

15" i/d 752.00 P.Rft 505.50

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

17994.10 %0Cft 2153.70

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

SEWER 13.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 3544.06 %0Cft 5118.60

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

gauge287.17 %Cft 3894.00

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

1:6:12 complete289.12 %Cft 10672.65

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

sand mortor Ratio 1:3511.42 %Cft 20797.25

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

circular masonry.511.42 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

210.34 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

21 3

1 3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 25 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 5

Page 17: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 25

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

185.12 %Cft 3953.70

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

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

9 21 15a

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

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

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

complete in all respect.

13.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

13.00 Each 242.20

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

height819.65 %Sft 2078.30

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

SEWER 12.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 3271.44 %0Cft 5118.60

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

gauge265.08 %Cft 3894.00

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

1:6:12 complete266.83 %Cft 10672.65

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

sand mortor Ratio 1:3459.72 %Cft 20797.25

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

circular masonry.459.72 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

214.56 %Cft 21879.00

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

188.88 %Cft 3953.70

8 21 9

Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.

150.84 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

12.00 Each 7102.65

1 3 42i

Page 2 of 5

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UC 25

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

12.00 Each 242.20

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

height

740.16 %Sft 2078.30

GULLY GRATING (12" X 12") 13.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

1023.75 %0Cft 5118.60

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

3 21 1

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

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

complete in all respects. 6" i/d

156.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

819.00 %0Cft 1452.00

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

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

2278.08 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

1344.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

3584.00 % Rft 5839.40

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

mortor ratio 1:51134.56 % Cft 18974.90

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

4032.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

4480.00 P. Rft 102.95

Page 3 of 5

Page 19: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 25

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

61.51 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

54.13 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

188.39 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 12302.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 12302.00 % Cft 1742.40

3 3 17abc

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

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

24605.00 %0 Cft 5635.20

4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.14134.00 % Cft 9346.60

5 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

14134.00 % Cft 21879.00

6 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

12438.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER2.00 Nos

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

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

1:3 12.00 %Cft 20797.25

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

12.00 %Cft 1572.85

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

20.00 %Cft 2078.30

5 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

NON MRS ITEMS

Page 4 of 5

Page 20: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 25

1

P/L crushed stone / ” to ” gauge of approved guary under

and around RCC sewer upto half of pipe in sewer trenches as

per grade and alignment complete in all respects to the entire

satisfaction as per Engineer Incharge.

2222.30 P.Cft 90.22

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 74.65 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

CONDITIONS: -

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

GUJRANWALA

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

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

completion of work.

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

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

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

Page 5 of 5

Page 21: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 27 (WESTERN SIDE )

Rs. 13.889 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 24169.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1172.48 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12" i/d 514.00 P.Rft 411.75

15" i/d 1032.00 P.Rft 505.50

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

19335.10 %0Cft 2153.70

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

SEWER 9.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 2453.58 %0Cft 5118.60

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

gauge198.81 %Cft 3894.00

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

1:6:12 complete200.16 %Cft 10672.65

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

sand mortor Ratio 1:3354.06 %Cft 20797.25

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

circular masonry.354.06 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

145.62 %Cft 21879.00

BID SCHEDULE

Name Of WorkCONSTRUCTION OF SEWERAGE DRAIN, PCC / RCC IN AREAS OF UC 27 (WESTERN

SIDE ) DISTRICT GUJRANWALA. (NA-95)

Approx Cost

1 3 42

3

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

21 3

1

Page 1 of 5

Page 22: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 27 (WESTERN SIDE )

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

128.16 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.113.13 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

9.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

9.00 Each 242.20

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

height567.45 %Sft 2078.30

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

SEWER 17.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 4634.54 %0Cft 5118.60

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

gauge375.53 %Cft 3894.00

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

1:6:12 complete378.01 %Cft 10672.65

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

sand mortor Ratio 1:3651.27 %Cft 20797.25

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

circular masonry.651.27 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

303.96 %Cft 21879.00

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

267.58 %Cft 3953.70

8 21 9

Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.

213.69 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

17.00 Each 7102.65

1 3 42i

Page 2 of 5

Page 23: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 27 (WESTERN SIDE )

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

17.00 Each 242.20

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

height

1048.56 %Sft 2078.30

GULLY GRATING (12" X 12") 10.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

787.50 %0Cft 5118.60

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

3 21 1

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

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

complete in all respects. 6" i/d

120.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

630.00 %0Cft 1452.00

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

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

127.13 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

75.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

200.00 % Rft 5839.40

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

mortor ratio 1:593.75 % Cft 18974.90

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

225.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

250.00 P. Rft 102.95

Page 3 of 5

Page 24: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 27 (WESTERN SIDE )

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

15.38 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

13.53 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

47.10 %. Kg 10736.00

PCC FLOORING

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

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

3 3 17abc

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

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

7392.00 %0 Cft 5635.20

4 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

71900.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.31025.00 % Cft 9346.60

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

31025.00 % Cft 21879.00

7 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

27302.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER20.00 Nos

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

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

1:3 120.00 %Cft 20797.25

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

120.00 %Cft 1572.85

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

200.00 %Cft 2078.30

Page 4 of 5

Page 25: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 27 (WESTERN SIDE )

5 21 15a

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

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

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

complete in all respect.

20.00 Each 7102.65

NON MRS ITEMS

1

P/L crushed stone / ” to ” gauge of approved guary under

and around RCC sewer upto half of pipe in sewer trenches as

per grade and alignment complete in all respects to the entire

satisfaction as per Engineer Incharge.

3043.93 P.Cft 90.22

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 746.50 P.Kg 25.00

Contractor

Name & Address _____________

____________________________ GUJRANWALA

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

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

completion of work.

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

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

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

Page 5 of 5

Page 26: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

ABADIES OF UC-28

Rs. 4.630 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 1719.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 267.30 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 117.00 P.Rft 411.75

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

1375.00 %0Cft 2153.70

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

SEWER 2.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 545.24 %0Cft 5118.60

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

gauge44.18 %Cft 3894.00

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

1:6:12 complete44.47 %Cft 10672.65

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

sand mortor Ratio 1:378.68 %Cft 20797.25

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

circular masonry.78.68 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

32.36 %Cft 21879.00

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE, PCC / RCC IN ABADIES OF UC-28 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

Page 1 of 4

Page 27: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

ABADIES OF UC-28

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

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

km

28.48 %Cft 3953.70

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

chamber,with 1/8" thick cement finish.25.14 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

2.00 Each 242.20

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

height126.10 %Sft 2078.30

GULLY GRATING (12" X 12") 2.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

157.50 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 31.50 % Cft 1742.00

3 21 1

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

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

complete in all respects. 6" i/d

24.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

126.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 2.00 Each 2931.85

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

2339.10 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

1380.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

3680.00 % Rft 5839.40

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

mortor ratio 1:51156.88 % Cft 18974.90

Page 2 of 4

Page 28: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

ABADIES OF UC-28

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

4140.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

4600.00 P. Rft 102.95

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

76.89 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

67.66 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

235.48 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 6650.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 6650.00 % Cft 1742.40

3 3 17abc

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

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

13299.00 %0 Cft 5635.20

4 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.6947.00 % Cft 9346.60

5 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

6947.00 % Cft 21879.00

6 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

6113.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER2.00 Nos

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

Page 3 of 4

Page 29: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

ABADIES OF UC-28

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

1:3 12.00 %Cft 20797.25

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

12.00 %Cft 1572.85

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

20.00 %Cft 2078.30

5 21 15a

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

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

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

complete in all respect.

2.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 74.65 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

GUJRANWALA

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

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

completion of work.

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

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

Page 4 of 4

Page 30: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 29

Rs. 9.260 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

0' to 7' depth 21183.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 1865.03 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

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

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

work,lowering in trenches to correct alignment and grade ,

jointing with rubberring cutting pipes where necessary,

testing etc. complete.

12" i/d 820.00 P.Rft 411.75

15" i/d 569.00 P.Rft 505.50

4 3 13a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

16946.80 %0Cft 2153.70

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

SEWER 15.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 4089.30 %0Cft 5118.60

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

gauge331.35 %Cft 3894.00

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

1:6:12 complete333.60 %Cft 10672.65

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

sand mortor Ratio 1:3590.10 %Cft 20797.25

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

circular masonry.590.10 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

242.70 %Cft 21879.00

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 29 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

3

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

21 3

1

Page 1 of 5

Page 31: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 29

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

213.60 %Cft 3953.70

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

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

9 21 15a

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

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

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

complete in all respect.

15.00 Each 7102.65

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

15.00 Each 242.20

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

height945.75 %Sft 2078.30

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

SEWER 9.00 Nos

Earth work excavation in open cutting for sewer and manholes

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

correct section and dimensions according to templates and

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

shingle,gravel complete in all respect

’ to ’- ” depth 2453.58 %0Cft 5118.60

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

gauge198.81 %Cft 3894.00

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

1:6:12 complete200.12 %Cft 10672.65

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

sand mortor Ratio 1:3344.79 %Cft 20797.25

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

circular masonry.344.79 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

160.92 %Cft 21879.00

7 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

141.66 %Cft 3953.70

8 21 9

Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.

113.13 % Cft 1564.25

9 21 15a

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

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

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

complete in all respect.

9.00 Each 7102.65

1 3 42i

Page 2 of 5

Page 32: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 29

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

9.00 Each 242.20

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

height

555.12 %Sft 2078.30

GULLY GRATING (12" X 12") 10.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

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

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

787.50 %0Cft 5118.60

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

3 21 1

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

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

complete in all respects. 6" i/d

120.00 P.Rft 132.15

4 313(a),2

4a

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

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

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc complete.

630.00 %0Cft 1452.00

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

SURFACE DRAIN

1 3 10(i)

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

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

127.13 %0 Cft 4667.50

2 6 3 (d)

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

foundation and plinth ratio (1:6:12)

75.00 % Cft 10672.65

3 20 1(b)(ii)

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

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

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

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

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

200.00 % Rft 5839.40

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

mortor ratio 1:5112.50 % Cft 18974.90

5 20 3(b)

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

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

required All joints to be completely filled and struck flush ratio

1:5

225.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

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

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

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

250.00 P. Rft 102.95

Page 3 of 5

Page 33: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 29

7 6 6aii

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

rendering and finishing exposed surface, complete (but

excluding the cost of steel reinforcement, its fabrication and

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

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

wall etc and other structure member other than those

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

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

nominal mix 1:2:4

7.69 P.Cft 252.80

8 1 1

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

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

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

owned by the contractor. Carriage for Bajri quiry sargodha

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

6.77 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

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

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

23.55 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 891.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 891.00 % Cft 1742.40

3 3 17abc

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

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

1782.00 %0 Cft 5635.20

4 3 17abc

Filling watering ramming of earth under floor un dressed lead

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

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

38720.00 %0 Cft 8248.80

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

foundation and plinth. Ratio 1:7:20.20460.00 % Cft 9346.60

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

20460.00 % Cft 21879.00

7 1 1

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

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

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

means owned by the contractor..Carriage for Bajri quiry

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

km

18005.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER3.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 9.12 %Cft 6388.80

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

1:3 18.00 %Cft 20797.25

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

18.00 %Cft 1572.85

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

30.00 %Cft 2078.30

Page 4 of 5

Page 34: AREAS OF UC-27 (EASRERN SIDE) BID SCHEDULEeproc.punjab.gov.pk/BiddingDocuments/50484955/4949/... · AREAS OF UC-27 (EASRERN SIDE) Rs. 11.574 Million Rs. ... Extra for pacca brick

UC 29

5 21 15a

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

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

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

complete in all respect.

3.00 Each 7102.65

NON MRS ITEMS

1

P/L crushed stone / ” to ” gauge of approved guary under

and around RCC sewer upto half of pipe in sewer trenches as

per grade and alignment complete in all respects to the entire

satisfaction as per Engineer Incharge.

1682.38 P.Cft 90.22

DEDUCTION COST OF OLD MATERIAL

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

and manhole cover of steel. 111.98 P.Kg 25.00

Contractor

Name & Address _____________

____________________________ GUJRANWALA

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

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

completion of work.

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

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

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. Any item of work not included in this bid but during execution actually required to be executed at site will be paid after approval by the competent authority.

CONDITIONS: -

EXECUTIVE ENGINEER

8.      All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6.      Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

the decision of the competent authority will be final and binding upon the contractor.

1. Conditional tenders / rates will not be entertained.

Page 5 of 5