Estimated Cost Rs.12.963 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 9 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 8149 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 5246 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 5246 100 Cft 18275.55

4 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 20985 100 Sft 8127.75

5 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 13990 1 Rft 105.65

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 384 1 Cft 261.70

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. 338 100 Cft 4715.40

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 1179 100 Kg 13107.95

BRICK PAVEMENT

9 4 29 Dismantling brick or flagged flooring without concrete foundation. 37300 100 Sft 517.90

10 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 11347 1000 Cft 7681.55

11 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 29764 100 Cft 15341.55

12 18 19 Laying of dry brick pavement / soling in streets or roads, etc sand grouted

laid in proper camber including watering , compaction of bed and sand

cushion. (Labour Rate Only) 8146 100 Cft 3264.75

SULLAGE CARRIER 1½' X 1½' #REF!

13 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:- i) ordinary 5738 1000 Cft 4898.80

14 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1893 100 Cft 11022.75

15 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 4936 100 Cft 17275.55

16 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 338 100 Cft 22330.45

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE KHARAIPER

SHARIF TEHSIL CHUNIAN DISTRICT KASUR

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

1(KHARAPER SHARIF)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

17 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 5692 100 Sft 1969.15

18 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 1043 1 Cft 261.70

19 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. 1215 100 Cft 4715.40

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 3202 100 Kg 13107.95

DEDUCTION OF OLD MATERIALS.

1 Brick bats 5431 100 Cft 800.00

1

2

3

4

5

6

7

8

9

(Each Page Signed)

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

1(KHARAPER SHARIF)

Estimated Cost Rs.4.629 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 1660 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1069 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 1069 100 Cft 18275.55

4 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 4275 100 Sft 8127.75

5 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 2850 1 Rft 105.65

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 367 1 Cft 261.70

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. 323 100 Cft 4715.40

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 1127 100 Kg 13107.95

BRICK PAVEMENT

9 4 29 Dismantling brick or flagged flooring without concrete foundation. 2020 100 Sft 517.90

10 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 43623 1000 Cft 7681.50

11 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 11724 100 Cft 15341.55

12 18 19 Laying of dry brick pavement / soling in streets or roads, etc sand grouted

laid in proper camber including watering , compaction of bed and sand

cushion. (Labour Rate Only) 441 100 Cft 3264.75

SULLAGE CARRIER 1½' X 1½' #REF!

13 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:- i) ordinary 4199 1000 Cft 4898.80

14 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1386 100 Cft 11022.75

15 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 3612 100 Cft 17275.55

16 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 247 100 Cft 22330.45

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE BOOLA

GHARI CHAK NO. 10 TEHSIL CHUNIAN DISTRICT KASUR

2(BOOLA GHARI)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

17 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 4665 100 Sft 1969.15

18 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 357 1 Cft 261.70

19 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. 532 100 Cft 4715.40

20 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 1096 100 Kg 13107.95

DEDUCTION OF OLD MATERIALS.

1 Brick bats 294 100 Cft 800.00

1

2

3

4

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

2(BOOLA GHARI)

Estimated Cost Rs.6.482 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 9 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 Earthwork excavation in irrigation channels, drains, etc. to designed section,

grades and profiles, excavated material disposed off and dressed within 50

ft. (15 m) lead:- 3457 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 2226 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 2226 100 Cft 18275.55

4 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 8903 100 Sft 8127.75

5 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 5935 1 Rft 105.65

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 140 1 Cft 261.70

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. 123 100 Cft 5169.90

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 430 100 Kg 13107.95

BRICK PAVEMENT

9 4 29 Dismantling brick or flagged flooring without concrete foundation. 6650 100 Sft 517.90

10 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 45363 1000 Cft 8009.40

11 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 2515 100 Cft 11022.75

12 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 2515 100 Cft 22330.45

13 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. 2213 100 Cft 5169.90

14 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 13661 100 Cft 15341.55

15 18 19 Laying of dry brick pavement / soling in streets or roads, etc sand grouted

laid in proper camber including watering , compaction of bed and sand

cushion. (Labour Rate Only) 1452 100 Cft 3264.75

SULLAGE CARRIER 1½' X 1½' #REF!

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE TIBBI BASTI

CHAK NO. 20 TEHSIL PATTOKI DISTRICT KASUR

3(TIBBI BASTI)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

16 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:- i) ordinary 3400 1000 Cft 4898.80

17 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1122 100 Cft 11022.75

18 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 2925 100 Cft 17275.55

19 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 200 100 Cft 22330.45

20 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 3998 100 Sft 1969.15

21 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 113 1 Cft 261.70

22 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. 275 100 Cft 5169.90

23 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 347 100 Kg 13107.95

DEDUCTION OF OLD MATERIALS.

1 Brick bats 968 100 Cft 800.00

1

2

3

4

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

3(TIBBI BASTI)

Estimated Cost Rs.4.629 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 1913 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1183 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 1052 100 Cft 18275.55

4 20 1 Tega formed of pacca bricks on end, laid in and over cement sand mortar

projecting to a height of not more than 6" (150 mm) top of drain along the

property side where required, laid to lines, grades, slopes and shape

according to the Engineer's drawing:- 4½" thick. Ratio 1:5. 1402 100 Rft 5671.05

5 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 4208 100 Sft 8127.75

6 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 3506 1 Rft 105.65

7 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 233 1 Cft 261.70

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. 205 100 Cft 4664.90

9 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 715 100 Kg 13107.95

BRICK PAVEMENT

10 4 29 Dismantling brick or flagged flooring without concrete foundation. 33300 100 Sft 517.90

11 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 52865 1000 Cft 7681.50

12 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 11596 100 Cft 15341.55

13 18 19 Laying of dry brick pavement / soling in streets or roads, etc sand grouted

laid in proper camber including watering , compaction of bed and sand

cushion. (Labour Rate Only) 7273 100 Cft 3264.75

SULLAGE CARRIER 1½' X 1½' #REF!

14 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:- i) ordinary 2975 1000 Cft 4898.80

15 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 982 100 Cft 11022.75

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE SAJOWAL

NO. 11 TEHSIL PATTOKI DISTRICT KASUR

4(SAJOWAL)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

16 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 2559 100 Cft 18275.55

17 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 175 100 Cft 22330.45

18 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 3482 100 Sft 1969.15

19 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 113 1 Cft 261.70

20 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. 253 100 Cft 4664.90

21 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 346 100 Kg 13107.95

DEDUCTION OF OLD MATERIALS.

1 Brick bats 4848 100 Cft 800.00

1

2

3

4

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

4(SAJOWAL)

Estimated Cost Rs.4.629 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 871 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 538 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 479 100 Cft 18275.55

4 20 1 Tega formed of pacca bricks on end, laid in and over cement sand mortar

projecting to a height of not more than 6" (150 mm) top of drain along the

property side where required, laid to lines, grades, slopes and shape

according to the Engineer's drawing:- 4½" thick. Ratio 1:5. 638 100 Rft 5671.05

5 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 1916 100 Sft 8127.75

6 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 1596 1 Rft 105.65

7 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 175 1 Cft 261.70

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. 154 100 Cft 4664.90

9 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 537 100 Kg 13107.95

BRICK PAVEMENT

10 4 29 Dismantling brick or flagged flooring without concrete foundation. 14545 100 Sft 517.90

11 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 45267 1000 Cft 7681.50

12 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 8928 100 Cft 15341.55

13 18 19 Laying of dry brick pavement / soling in streets or roads, etc sand grouted

laid in proper camber including watering , compaction of bed and sand

cushion. (Labour Rate Only) 3177 100 Cft 3264.75

SULLAGE CARRIER 1½' X 1½' #REF!

14 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:- i) ordinary 587 1000 Cft 4898.80

15 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 194 100 Cft 11022.75

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT, SULLAGE CARRIER & GROUND BOUNDARY

WALL GEHLAN CHAK NO. 9 TEHSIL PATTOKI DISTRICT KASUR

5(GEHLAN CHAK 9)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

16 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 505 100 Cft 18275.55

17 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 35 100 Cft 22330.45

18 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 686 100 Sft 1969.15

19 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 23 1 Cft 261.70

20 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. 51 100 Cft 4664.90

21 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 70 100 Kg 13107.95

BOUNDARY WALL #REF!

22 3 21b Excavation in foundation of building, bridges and other structures,including

dagbelling, dressing, refilling around structure with excavated earth,

watering and ramming lead upto one chain and lift upto 5 ft. b) in ordinary

soil. 3019 1000 Cft 6434.20

23 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1006 100 Cft 11022.75

24 7 4-i Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 4981 100 Cft 18275.55

25 6 33ai Providing and laying damp proof course of cement concrete 1:2: 4(using

cement, sand and shingle), including bitumen coating :- (a) with one coat

bitumen and one coat polythene sheet 500gauge i) 1½" thick 906 100 Sft 4723.85

26 7 7-i Pacca brick work other than building upto 10ft. height. i) Cement, sand

mortar:- Ratio 1:5 1980 100 Cft 18871.25

27 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 6440 100 Sft 1969.15

28 11 11-b Cement plaster 1:3 upto 20' (6.00 mm) height:- b) ½" thick 6440 100 Sft 1926.80

GATE AND GATE PILLAR #REF!

29 3 21b Excavation in foundation of building, bridges and other structures,including

dagbelling, dressing, refilling around structure with excavated earth,

watering and ramming lead upto one chain and lift upto 5 ft. b) in ordinary

soil. 319 1000 Cft 6434.20

30 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 91 100 Cft 11022.75

31 7 4-i Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 222 100 Cft 18275.55

32 6 33ai Providing and laying damp proof course of cement concrete 1:2: 4(using

cement, sand and shingle), including bitumen coating :- (a) with one coat

bitumen and one coat polythene sheet 500gauge i) 1½" thick 28 100 Sft 4723.85

33 7 7-i Pacca brick work other than building upto 10ft. height. i) Cement, sand

mortar:- Ratio 1:5 169 100 Cft 18871.25

34 11 11-b Cement plaster 1:3 upto 20' (6.00 mm) height:- b) ½" thick 600 100 Sft 1926.80

35 25 30 Making and fixing steel grated doors, complete with locking arrangement,

angle iron frame 2"x2"x3/8" and ¾" square bars 4" centre to centre. 174 1 Sft 884.20

DEDUCTION OF OLD MATERIALS.

1 Brick bats 2118 100 Cft 800.00

1

2

3

4

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

5(GEHLAN CHAK 9)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

5(GEHLAN CHAK 9)

Estimated Cost Rs.4.629 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 55 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 34 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 31 100 Cft 18275.55

4 20 1 Tega formed of pacca bricks on end, laid in and over cement sand mortar

projecting to a height of not more than 6" (150 mm) top of drain along the

property side where required, laid to lines, grades, slopes and shape

according to the Engineer's drawing:- 4½" thick. Ratio 1:5. 40 100 Rft 5671.05

5 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 120 100 Sft 8127.75

6 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 100 1 Rft 105.65

7 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 47 1 Cft 261.70

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. 41 100 Cft 4664.90

9 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 144 100 Kg 13107.95

BRICK PAVEMENT

10 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 850 1000 Cft 7681.50

11 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 364 100 Cft 15341.55

SULLAGE CARRIER 1½' X 1½' #REF!

12 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:- i) ordinary 1700 1000 Cft 4898.80

13 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 561 100 Cft 11022.75

14 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 1463 100 Cft 18275.55

15 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 100 100 Cft 22330.45

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT, SULLAGE CARRIER & GROUND BOUNDARY

WALL CHAK NO. 69 TEHSIL PATTOKI DISTRICT KASUR

6(CHAK 69)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

16 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 2013 100 Sft 1969.15

17 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 45 1 Cft 261.70

18 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. 128 100 Cft 4664.90

19 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 138 100 Kg 13107.95

BOUNDARY WALL #REF!

20 3 21b Excavation in foundation of building, bridges and other structures,including

dagbelling, dressing, refilling around structure with excavated earth,

watering and ramming lead upto one chain and lift upto 5 ft. b) in ordinary

soil. 9750 1000 Cft 6434.20

21 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 3250 100 Cft 11022.75

22 7 4-i Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 8775 100 Cft 18275.55

23 6 33ai Providing and laying damp proof course of cement concrete 1:2: 4(using

cement, sand and shingle), including bitumen coating :- (a) with one coat

bitumen and one coat polythene sheet 500gauge i) 1½" thick 2925 100 Sft 4723.85

24 7 7-i Pacca brick work other than building upto 10ft. height. i) Cement, sand

mortar:- Ratio 1:5 8118 100 Cft 18871.25

25 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 14212 100 Sft 1969.15

26 11 11-b Cement plaster 1:3 upto 20' (6.00 mm) height:- b) ½" thick 14212 100 Sft 1926.80

GATE AND GATE PILLAR #REF!

27 3 21b Excavation in foundation of building, bridges and other structures,including

dagbelling, dressing, refilling around structure with excavated earth,

watering and ramming lead upto one chain and lift upto 5 ft. b) in ordinary

soil. 80 1000 Cft 6434.20

28 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 23 100 Cft 11022.75

29 7 4-i Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 56 100 Cft 18275.55

30 6 33ai Providing and laying damp proof course of cement concrete 1:2: 4(using

cement, sand and shingle), including bitumen coating :- (a) with one coat

bitumen and one coat polythene sheet 500gauge i) 1½" thick 7 100 Sft 4723.85

31 7 7-i Pacca brick work other than building upto 10ft. height. i) Cement, sand

mortar:- Ratio 1:5 42 100 Cft 18871.25

32 11 11-b Cement plaster 1:3 upto 20' (6.00 mm) height:- b) ½" thick 150 100 Sft 1926.80

33 25 30 Making and fixing steel grated doors, complete with locking arrangement,

angle iron frame 2"x2"x3/8" and ¾" square bars 4" centre to centre. 72 1 Sft 884.20

1

2

3

4

5

6

7

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

6(CHAK 69)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

8

9

(Each Page Signed)

Kasur

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

6(CHAK 69)

Estimated Cost Rs.4.630 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 2293 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1476 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 1476 100 Cft 18275.55

4 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 5904 100 Sft 8127.75

5 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 3936 1 Rft 105.65

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 140 1 Cft 261.70

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. 123 100 Cft 5245.70

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 430 100 Kg 13107.95

BRICK PAVEMENT

9 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 32129 1000 Cft 7681.50

10 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 9358 100 Cft 15341.55

SULLAGE CARRIER 1½' X 1½' #REF!

11 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:- i) ordinary 5525 1000 Cft 4898.80

12 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1823 100 Cft 11022.75

13 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 4753 100 Cft 18275.55

14 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 325 100 Cft 22330.45

15 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 6393 100 Sft 1969.15

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE CHAK NO.

27 TEHSIL PATTOKI DISTRICT KASUR

7(DHOLAN CHAK 27)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

16 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 279 1 Cft 261.70

17 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. 532 100 Cft 5245.70

18 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 857 100 Kg 13107.95

1

2

3

4

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

7(DHOLAN CHAK 27)

Estimated Cost Rs.4.630 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

CONSTRUCTION OF DRAINS

1 3 10 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:- 2463 1000 Cft 4898.80

2 6 3 d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1586 100 Cft 11022.75

3 7 4 Pacca brick work in foundation and plinth ration 1:5 1586 100 Cft 18275.55

4 20 3 Pacca brick work on edge laid in reimbursement in cement and mortar in

side drain on other works where required all joints to be completely filled and

struck flush ratio 1:5. 6342 100 Sft 8127.75

5 20 6 Construction of Punjab standard drains of cement concrete 1:2 ½ :5 with

cement concrete bedding complete laid to the lines, grades, slopes and

shapes rendering surface of concrete with 1:1 cement mortar ¼ inch thick

as per engineer’s drawing (excluding excavation). Type- I 4228 1 Rft 105.65

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 82 1 Cft 261.70

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. 72 100 Cft 5018.40

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 252 100 Kg 13107.95

BRICK PAVEMENT

9 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 26310 1000 Cft 7681.50

10 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1320 100 Cft 11022.75

11 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 1320 100 Cft 22330.45

12 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. 1162 100 Cft 5018.40

13 18 19 Providing and laying dry brick pavement/soling in streets or roads, etc. sand

grounted, laid in proper camber, including preparation, watering, compaction

of bed to proper camber,and sand cushion. 9281 100 Cft 15341.55

SULLAGE CARRIER 1½' X 1½' #REF!

14 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:- i) ordinary 3562 1000 Cft 4898.80

15 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 1175 100 Cft 11022.75

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE SHEIKHUM

TEHSIL PATTOKI DISTRICT KASUR

8(SHEIKHUM)

Qty Rate

Rate to be

quoted by the

Contarctor

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

16 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 3064 100 Cft 18275.55

17 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 210 100 Cft 22330.45

18 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 4060 100 Sft 1969.15

19 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 225 1 Cft 261.70

20 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. 383 100 Cft 5018.40

21 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 691 100 Kg 13107.95

1

2

3

4

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

8(SHEIKHUM)

Estimated Cost Rs.4.629 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

SULLAGE CARRIER 2' X 2'

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:- i) ordinary 29235 1000 Cft 4898.80

2 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 3216 100 Cft 11022.75

3 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 16080 100 Cft 18275.55

4 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 975 100 Cft 22330.45

5 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 16447 100 Sft 1969.15

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 861 1 Cft 261.70

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. 1615.68 100 Cft 5018.40

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 2637 100 Kg 1758.00

1

2

3

4

5

6

7

8

9

(Each Page Signed)

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE

SHAMASABAD TEHSIL CHUNIAN DISTRICT KASUR

9(SHAMASABAD)

Estimated Cost Rs.4.630 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by the

Contarctor

SULLAGE CARRIER 2' X 2' #REF!

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:- i) ordinary 28650 1000 Cft 4898.80

2 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 3152 100 Cft 11022.75

3 7 4-I Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio

1:5 15758 100 Cft 18275.55

4 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 955 100 Cft 22330.45

5 11 18-b Cement pointing 1:2 struck joints on walls upto 20ft height 16038 100 Sft 1969.15

6 6 6 a ii 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 rafts / strip

foundation, base slab of column and retaining walls; etc and other structural

members other than those mentioned in 5(a) (i) above not requiring form

work (i.e. horizental shuttering) complete in all respects:- (3) Type C

(nominal mix 1: 2: 4) 956 1 Cft 261.70

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. 1681.68 100 Cft 5144.70

8 6 9(b) Fabrication of mild steel reinforcement for cement concrete, including

cutting, bending, laying in position, making joints and fastenings, including

cost of binding wire and labour charges for binding of steel reinforcement

(also includes removal of rust from bars):- deformed bars. 2928 100 Kg 1758.00

1

2

3

4

5

6

7

8

9

(Each Page Signed)

BID SCHEDULE.

Name of work:-CONSTRUCTION OF OF PCC, DRAIN, BRICK PAVEMENT & SULLAGE CARRIER AT VILLAGE KARANI

WALA CHAK NO. 5 TEHSIL CHUNIAN DISTRICT KASUR

The work should be executed in aaccordance with the availability of funds as required under rule 2.82 of B&R Code, the department will not accept any other

reason what so ever related for completion of work.

Sr.

No.

Chap:

No.

Item

No.DESCRIPTION OF ITEMS

Provision as per estimate

Unit

CONDITIONS

Conditional tenders/rates will not be entertained.

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

Work must be started at site within fortnight from the issueance of acceptance letter,otherwise it will be considered as rescinded automatically

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 au thority.

Kasur

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website by finance department during Bi Annual

(1st January 2019 to 30th June 2019) for District Kasur and decision of the competent authority will be final and binding upon the contractor.

The execution/completion of work strictly in accordance with the specification,approved design/drawing and requirements of contract agreement T.S Estimate to

the entire satisfaction of the engineer-in-charge will be exclusove responsibility of the contractor.

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

In case of rates quoted less than 5% of estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate

amount from any scheduled Bank shall be provided by the contractor as performance gurantee.

Executive Engineer

Contractor Public Health Engg: Division

10(KARANI WALACHAK NO. 5)

Estimated Cost Rs.4.629 Million

Earnest Money Rs. 5% Quoted Price

Time Limit 6 Month

Qty Rate

Rate to be

quoted by

the

ContarctorP.C.C. FLOORING

1 4 29 Dismantling brick or flagged flooring without concrete foundation. 6000 100 Sft 517.90

2 3 1b +

17 abc

+ 24 a

+ 18b

Earth work excavation undresses lead up to a single throw of Kassi

Phoarah, or shoval in ordinary soil. Transportation of earth all types when

the total distance,including the lead covered in the item of work, is more

than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every 330 ft. (100 m)

additional lead or part thereof, beyond ¼ mile (400 m) upto 1 mile. for every

¼ mile (400 m) additional lead or part thereof, beyond one mile (1.6 Km.)

upto 2 mile. Compaction of earthwork (soft, ordinary or hard soil) :-

a) Mixing, moistening earth to optimum moisture content in layers for

compaction, etc. complete. Dressing and levelling of earhtwork to designed

section, etc. complete:- b) Ordinary or hard soil. 28695 1000 Cft 7681.50

3 6 3/d Cement concrete brick or stone ballast 1½" to 2” gauge in foundation and

plinth ratio (1:6:12) 22956 100 Cft 11022.75

4 6 5-f Cement concrete plain i/c placing compacting finishing & curing complete i/c

screening & washing of stone aggregate ratio 1:2:4 22956 100 Cft 22330.45

5 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl,

kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by

truck or by any other means owned by the contractor. 6666 100 Cft 5270.90

RCC SEWER #REF!

6 4 29 Dismantling brick or flagged flooring without concrete foundation. 4485 100 Sft 517.90

7 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.0' to 7' depth 27919 1000 Cft 5353.10

8 6 30 Supplying and filling sand under floor or plugging in well. 2970.16 100 Cft 1693.90

9 21 1 Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3,

with spigot socket or collar joint, etc. including cost of reinforcement,

conforming to B.S. 5911: Part I: 1981, Class "L" including carriage of pipe

from factory to site of work. 9"i/d 460 1 Rft 343.20

10 6 5-f P/L R.C.C. pipe sewers, moulded with cement concrete 1:1½:3 conforming to

ASTM specification C-76-79, class II, wall B, i/c carriage of pipe from factory to

site of work, lowering in trenches to correct alignment and grade, jointing with

rubber, ring, cutting pipes where necessary, testing, etc: complete in all respect

12" i/d 944 1 Rft 337.45

11 3 13a Rehandling of earth work lead upto a single throw of kassi, pharaoh or

shovel 22335.94 1000 Cft 1523.30

MANHOLE CHAMBER 4' DIA (23 No.) 23 #REF!

12 3 42 Earthwork excavation in open cutting for sewers and manholes as shown in

drawings including shu