BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah In Vilaage KassesyDistrict Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.18.200 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1586 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

4322 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

2550 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 2104 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

6800 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

7650 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

8500 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

262 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

803 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

231.00 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 25895 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto 1 mile.

54118 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

34259 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

34259 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

10010 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

30148 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 422 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

9375 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 3094 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 8438 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

1331 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 7300 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

469 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

1436 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

1584 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

216 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 72 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 120 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

8 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 105 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

79 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

243 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

70 % Cft

NON STANDARDIZED ITEMS34 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 92615 P.%o Nos

2 Old Brick Bats 4574 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nalla In Village TibbaShah Balol District Hafizabad

(Construction of Surface Drain, PCC / Soling and Sullage Carrier )

Approx. Cost Rs.18.200 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1568 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

5146 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

3036 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 3438 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

8096 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

9108 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

10120 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

425 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

1302 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

374 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 5300 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto 1 mile.

59649 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

32218 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

32218 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

17330 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

28352 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 422 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

3788 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 1250 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 3409 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

538 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 2949 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

600 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

1838 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

1001 % Cft

NON STANDARDIZED ITEMS26 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 31741 P.%o Nos

2 Old Brick Bats 1568 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah In Village KotKhush hall District Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.18.200 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 3060 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

6483 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

3825 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 4246 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

10199 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

11474 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

12749 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

320 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

979 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

281 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 22825 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto 1 mile.

59600 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

29994 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

29994 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

18491 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

26395 % Cft

Sullage Carrier 17 3 10-i Earthwork excavation in irrigation channels,

drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

2400 %0 Cft

18 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 795 % Cft

19 7 4-i Pacca brick work in foundation and plinth in (1:5) 2160 % Cft20 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

341 % Cft

21 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 1869 % Sft22 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

750 P.Cft

23 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

2297 % Kg

24 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

960 % Cft

Culvert 1.50 Span25 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

324 %0 Cft

26 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20. 108 % Cft

27 7 4-i Pacca brick work in foundation and plinth in (1:5) 180 % Cft28 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

12 % Cft

29 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 158 % Sft30 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

119 P.Cft

31 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

364 % Kg

32 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

105 % Cft

NON STANDARDIZED ITEMS33 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 92083 P.%o Nos

2 Old Brick Bats 4547 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah In Village NarowalDera Jaat District Hafizabad

(Construction of Surface Drain, PCC / Soling and Culvert )

Approx. Cost Rs.18.200 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

264 %0 Cft

2 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

156 % Cft

3 7 4-i Pacca brick work in foundation and plinth ratio1:5. 129 % Cft

4 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

416 % Rft

5 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

468 % Sft

6 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

520 P.Rft

7 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

150 P.Cft

8 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

459 % KG

9 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

132 % Cft

Street Pavement

10 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto 1 mile.

139336 %0 Cft

11 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

3888 % Cft

12 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

3888 % Cft

13 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

98699 % Cft

14 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

3421 % Cft

Culvert 1.50 Span15 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

1080 %0 Cft

16 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 360 % Cft

17 7 4-i Pacca brick work in foundation and plinth in (1:5) 602 % Cft18 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

38 % Cft

19 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 525 % Sft20 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

396 P.Cft

21 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

1213 % Kg

22 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

348 % Cft

NON STANDARDIZED ITEMS

23 Providing & fixing of sign board made of G.I pipes1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah In VillageChak No. 474 District Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.13.650 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 2310 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

3748 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

2211 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 2772 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

5896 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

6633 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

7370 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

317 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

972 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

279 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 5600 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto one mile.

28997 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

30545 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

30545 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

1602 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

26880 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 84 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

1200 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 396 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 1080 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

170 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 934 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

750 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

2297 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

810 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

108 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 36 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 60 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

4 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 53 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

40 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

121 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

35 % Cft

NON STANDARDIZED ITEMS34 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 35905 P.%o Nos

2 Old Brick Bats 1773 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah In VillageMatay Ke District Hafizabad

(Construction of Surface Drain, PCC / Soling, Sullage Carrier, Culvert and Retaing Wall)

Approx. Cost Rs.13.650 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1058 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

2573 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

1518 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 1539 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

4048 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

4554 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

5060 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

310 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

949 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

273 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 15090 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto one mile.

37182 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

24025 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

24025 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

7262 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

21142 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 759 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

6600 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 2178 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 5940 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

937 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 5139 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

713 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

2182 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

1452 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

108 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 36 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 60 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

4 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 53 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

40 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

121 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

35 % Cft

Retaing Wall34 3 10-i Earthwork excavation in irrigation channels,

drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

1200 %0 Cft

35 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:7:20. 300 % Cft

36 7 4-i Pacca brick work in foundation and plinth in (1:5) 2306 % Cft37 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

54 % Cft

38 26 35-b Balling out of water by pump etc. 675000 %0 CftNON STANDARDIZED ITEMS

39 Providing & fixing of sign board made of G.I pipes1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 59208 P.%o Nos

2 Old Brick Bats 2924 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah In Village Badr AliDistrict Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.13.650 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1725 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

3972 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

2344 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 2838 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

6250 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

7031 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

7812 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

309 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

945 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

272 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 8000 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto one mile.

46720 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

23240 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

23240 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

13650 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

20451 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 169 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

2475 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 817 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 2228 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

351 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 1927 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

675 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

2067 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

903 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

108 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 36 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 60 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

4 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 53 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

40 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

121 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

35 % Cft

NON STANDARDIZED ITEMS34 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 38927 P.%o Nos

2 Old Brick Bats 1923 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah in Village Jando KeDistrict Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.9.100 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 4313 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

3676 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

2169 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 2141 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

5784 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

6507 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

7230 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

242 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

742 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

213 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 9360 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto one mile.

31824 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

13413 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

13413 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

11248 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

11803 % Cft

Sullage Carrier 18 3 10-i Earthwork excavation in irrigation channels,

drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

563 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 186 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 506 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

80 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 438 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

188 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

574 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

235 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

540 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 180 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 301 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

19 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 263 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

198 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

606 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

174 % Cft

NON STANDARDIZED ITEMS34 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 62528 P.%o Nos

2 Old Brick Bats 3088 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah in Village HusayKe Awal District Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.9.100 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1358 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

4355 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

2570 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 2398 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

6852 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

7709 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

8565 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

309 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

945 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

272 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 7446 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto one mile.

27382 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

17555 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

17555 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

1638 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

15448 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 84 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

593 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 196 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 533 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

84 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 461 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

94 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

287 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

157 % Cft

NON STANDARDIZED ITEMS26 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 33633 P.%o Nos

2 Old Brick Bats 1661 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah in Village DohattaAzmat District Hafizabad

(Construction of Surface Drain, PCC / Soling, Culvert and Sullage Carrier )

Approx. Cost Rs.9.100 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL

(Period Ist July,2017 to 31 stDecember,

2017)Description of Items Qty Unit

Rate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1118 % Cft

2 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- ordinary

1897 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-(d) Ratio 1: 6:12

1119 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio1:5. 998 % Cft

5 20 1-b Tega formed of pacca brick on end, laid in andover cement sand mortar projecting to an height ofnot more than 6” to of drain along the propertyside to where require, laid to lines, grades slopesand shapes 4 ½” thick (113mm) Ratio 1:5

2984 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and onother work where required all joints to becompletely filled and struck flush: Ratio 1:5

3357 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades.Slopes and shapes, rendering exposed surface ofconcrete with 1:1 cement, sand mortar ¼” thickType -I

3730 P.Rft

8 6 6-a-ii-3

Providing Laying of Reinforced cement concrete(i/c sand and screened graded and washedaggregate in required shape and design i/c forms,moulds surface complete (but excluding the costof steel reinforcement its fabrication and placing inposition etc. (a)(ii) Reinforced cement concrete inslab of rafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than those mentioned inabove not requiring form work (i.e. horizontalshuttering) complete in all respects:- Type C(nominal mix 1:1½:3)

312 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

954 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

274 % Cft

Street Pavement

11 4 29 Dismantling brick or flagged flooring withoutconcrete foundation. 10765 % Sft

12 3 1-b,17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including thelead covered in the item of work, is more than1000 ft. (300 m) a) upto ¼ mile (400 m). B) forevery 330 ft. (100 m) additional lead or partthereof, beyond ¼ mile (400 m) upto one mile.

25698 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation andplinth:-d) Ratio 1: 7:20

13721 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

13721 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

6552 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

12074 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 169 % Cft

18 3 10-i Earthwork excavation in irrigation channels,drains, etc. to designed section, grades andprofiles, excavated material disposed off anddressed within 50 ft. (15 m) lead:- i) ordinary

6713 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 2215 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 6041 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

953 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 5227 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

844 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

2584 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

1581 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

216 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 72 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 120 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete(including screening and washing of stoneaggregate. Ratio 1:2:4.

8 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 105 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- '(a)(ii) Reinforcedcement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc andother structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in allrespects:-

79 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal ofrust from bars):- deformed bars.

243 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materialslike stone aggregate, spawl, kankar lime(unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) oftimber, by truck or by any other means owned bythe contractor.

70 % Cft

NON STANDARDIZED ITEMS34 Providing & fixing of sign board made of G.I pipes

1 ½ “ i/d ( medium quality ) 8’ long, M.S sheet of16 SWG 4’x3’ Size welded with G.I pipe ¾ “ diaframe grouted With PCC 1:2:4 foundation(1’x1’x2’) size i/c cost of duly panting letteringboth sides i/c carriage from market to site of workup to intire satisfaction of Engineer-in-charge

2 Each

Deduction of Old Material1 Old Brick 42159 P.%o Nos

2 Old Brick Bats 2082 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULE

Name of Work: - Provision of Water Filtration Plant / Drainage System Khana Bhattian

(Construction of Surface Drain, PCC / Soling, Sullage Carrier Culvert and Ultra Filtration Plant )

Approx. Cost Rs.26.832 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1403 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

6035 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

3561 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 4029 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

9495 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

10682 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

11869 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

492 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

1507 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

433 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 23950 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

99243 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

33433 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

33433 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

40328 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

29421 % Cft

Sullage Carrier 17 3 10-i Earthwork excavation in irrigation channels, drains,

etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

4144 %0 Cft

18 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 1367 % Cft

19 7 4-i Pacca brick work in foundation and plinth in (1:5) 3729 % Cft20 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

588 % Cft

21 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 3227 % Sft22 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

1031 P.Cft

23 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

3158 % Kg

24 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

1425 % Cft

Culvert 1.50 Span25 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

2160 %0 Cft

26 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 720 % Cft

27 7 4-i Pacca brick work in foundation and plinth in (1:5) 1203 % Cft28 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

77 % Cft

29 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 1050 % Sft30 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

792 P.Cft

31 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2426 % Kg

32 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

697 % Cft

Water Filtration PlantSubmersible Pump

33 23 1 Boring of tube well in all kind of soil except shingleand rock from ground level to 100' depth i/c sinkingand with drawing of casing pipe complete 5" (125mm) i/d .

100 P.Rft

34 23 2 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 100.1 ft. to 200 ft. (30to 60 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

35 23 3 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 200.1 ft. to 300 ft. (60to 90 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

36 23 13-ii Providing and installing P.V.C. Bail/End plug, intubewell bore hole:- ii) B.S.S. Class `D' 4" i/d (100mm)

1 Each

37 23 12-e Providing and installing P.V.C. strainer B.S.S.Class `D' , in tubewell bore hole, including socketsand solvent, etc. complete 4" i/d (100 mm)

50 P.Rft

38 23 16-e Providing and installing P.V.C. blind pipe, B.S.S.Class `D', in tubewell bore hole, including socketsand solvents and jointing with strainer, etc.complete. 4" i/d (100 mm)

350 P.Rft

39 23 22-ii Providing, laying, cutting, jointing, testing anddisinfecting G.I. pipeline in trenches, with socketjoints, using G.I pipes of B.S.S. 1387-1967complete in all respects, with specials and valvesMedium Quality 1" i/d (25 mm) 3.25mm thick

300 P.Rft

40 19 34-ii Providing and fitting "P" trap:- ii) 10 cm (4") glazed 2 Each41 19 26-ii Providing fixing C.P bib cock 1/2" dia 7 Each

Plant Room 12'x12'42 3 21-b Excavation in foundation of building, bridges & other

structures, including dagbeiling, dressing, refillingaround structures with excavated earth, wateringand ramming lead upto one chain 100 ft. and liftupto 5 ft. in ordinary soil. 0 - 5 ft

460 %0 Cft

43 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

243 % Cft

44 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 544 % Cft45 6 33a-i Providing and laying damp proof course of cement

concrete 1:2:4 (using cement, sand and shingle),including bitument coating with one coats ofbitument +1 coat of Polythene sheet

57 % Sft

46 7 5-I Pacca brick work in ground floor:- cement, sandmortar:-Ratio 1:5 392 % Cft

47 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

48 11 9-b Cement plaster 1 : 4 upto 20 ft. height 1/2 inchthick 669 % Sft

49 6 5-f Cement concrete plain including placingcompacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

224 % Cft

50 6 6a-iii Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

122 P.Cft

51 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor. Upto 203 km

308 % Cft

52 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

375 % Kg

53 12 51 Providing and fixing panelled door of M.S. sheet,with forged door leaves of M.S. sheet 22 SWG fittedin hollow frame chowkat 3"x4½" (75 mmx113 mm)made of M.S. sheet 18 SWG filled with plaincement concrete 1:3:6 etc. complete with all fittingsand hammer painting, including carriage to site andfixing in position.

35 P.Sft

54 25 41b-iii Providing and fixing steel windows with openableglazed panels, using beam section for frame1½"x1"x5/8"x1/8" (40x25x16x3 mm), Z-section forleaves ¾"x1"x¾"x1/8" (20x25x20x3 mm), T-sectionsashes 1"x1"x1/8" (25x25x3 mm), glass panes,wooden screed for glazing embedded over a thinlayer of putty duly screwed with leaves, brassfittings, holdfast, duly painted, complete in allrespects, including all cost of material and labour,etc. as per approved design and as directed by theEngineer-in-charge fixed with wire gauze, 22 SWG,iii) glass pane 3 mm thick

16 P.Sft

55 11 18-a Cement pointing 1:2 struck joint on walls upto20ft height. 489 % Sft

56 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4inch earth and 1 in. mud plaster without bhoosagrouted with cement sand top of R.C. roof slabproviding with bitument coating sand blinded '1 :3

198 % Sft

57 11 23a-iii Distempering on new surface. Three Coats 609 % Sft58 10 25 Laying floor of approved coloured glazed tiles ¼ "(6

mm) thick, laid in white cement and pigment on abed of ¾" (20 mm) thick cement mortar 1:2.

276 % Sft

59 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 2 Each60 24 36-ii Supply and erection of 3 pin switch and plug

combined, recessed type 10/15 Amp 2 Each

61 24 48 Supply and erection of roof suspension hook of M.Splate 75x40x12.7mm (3"x1½"x½") with 16 mm(5/8") hook complete with bolts, nuts and fixing withcement concrete 1:3:6

3 Each

62 24 31-ii Supply and erection of switches 5 Amp. ii) pianotype 5 Each

63 24 3-i & ii Supply and erection of PVC pipe for wiring recessedin walls, including inspection boxes, pull boxes,hooks, cutting jharries, and repairing surface,etc.complete with all specials12 mm i/d

100 P.Rft

20 mm i/d 100 P.Rft64 24 10-b-i &

iii Supply and erection of single core PVC insulatedcopper conductor cables, in prelaid PVC pipe/M.S.conduit/G.I pipe/wooden strip batten/wooden casingan capping/G.I. wire/trenches (rate for cables only):-b) 250/440 volts, PVC insulated cotton braided andcompounded cables3/0.74 mm (3/0.029"

120 P.Rft

7/0.74 mm (7/0.029" 50 P.Rft65 24 13-a-v Supply and erection of copper conductor cables for

service connection, in prelaid pipe/G.I.wire/trenches, etc. (rate for cable only):- PVCinsulated, PVC sheathed twin core, 250/440volts.7/1.12 mm (7/0.044")

30 P.Rft

66 24 14-i,ii,iv Supply and erection of M.S. sheet box of 16 SWG,10 cm (4") deep, with 4.75 mm thick (3/16")bakelite sheet top, for recessed wiring, includingmaking holes for regulators, switches, plugs, etc.10 x 10 cm (4"x4")

2 Each

17.5 x 10 cm (7"x4") 2 Each

20 x 25 cm (8"x10") 2 Each67 24 68 Earthing of iron clad/aluminum switches, etc. with

G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia,recessed or on surface of wall and floor, completewith 1.5 metre long G.I. pipe, 50 mm (2") dia withreducing socket 4 to 5 metre below ground level,and 2 metre away from building plinth

1 P.Job

68 24 13a-v Supply and erection of copper conductor cables forservice connection, in prelaid pipe / G.I. wiretrenches, etc. (rate for cable only):- a) PVCinsulated PVC sheathed twin core, 250/440 volts7/1.12 mm (7/0.044")

100 P.Rft

69 13 32-a Providing and applying weather shield paint ofapproved quality on external surface of buildingincluding preparation of surface, application ofprimer complete in all respect: new surface: 2Coats

132 % Sft

70 9 17-a Plain galvanized iron sheets 22 SWG rain waterdown pipe including clamp and fixing in position. 4"(100 mm) diameter down pipe

14 P.Rft

71 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

Drainage Component

72 3 42-i Earthwork excavation in open cutting for sewers andmanholes as shown in drawings including shutteringand timbering, dressing to correct section anddimensions according to templates and levels andremoving surface water, in all types of soil exceptshingle, gravel and rock i) 0 ft. to 7.0 ft. (0 to 2.10m) depth

450 %0 Cft

73 3 13a+24b

Rehandling of earthwork a) Lead upto a single throwof Kassi phaorah or shovel i/c Compaction ofearthwork (soft, ordinary or hard soil) :- b)Compaction by rolling with animal driven roller /hand rammed: ii) ordinary soil.

360 %0 Cft

74 3 21-b Excavation in foundation of building, bridges andother structures, including dagbelling, dressing,refilling around structure with excavated earth,watering and ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil

29 %0 Cft

75 10 3 Providing, laying, watering and ramming brickballast 1½" to 2"(40 mm to 50 mm) gauge mixedwith 25% sand, for floor foundation, complete in allrespects.

4 % Cft

76 7 4-i Pacca brick work in foundation and plinth inCement, sand mortar:- Ratio 1:5 16 % Cft

77 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

1 % Cft

78 11 9-b Cement Plaster 1:4 upto 20' height 1/2" Thick inside 14 % Sft

79 6 6 Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

3 P.Cft

66 24 14-i,ii,iv

80 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

244 % Cft

81 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

Non Standardized ItemsSubmersible Pump

82 P/F deep well submersible pump (China made) forfiltration plant size 1" Dilivery, with electric motor 1BHP with hanging Chain steel wire submersiblerope having 400 Rft length & 2.50 mm submersibleCable 200 Rft with cost of Star Delta starter ofrequired ampare, complete in all respect and asapproved by the engineer incharge.

1 P.Job

83 P/F MS clamp 6" i/d made of flat iron 2" x 3/8" , 2 ftlong with 4 Nos. 1/2" dia Nut Bolts etc. with PCC(1:2:4) 2' x 2' x 1' foundation, complete in allrespect.

1 Each

84 P/F SS / PPRC (food grade) header pipe 2" i/d withwelded sockets for framing of bib cocks includingnosal, nipples, clamping and dead ends etc.Complete in all respects.(10 Rft Long)

1 P.Job

Drainage Component

85 Providing and laying, jointing, testing P.V.C. pipe intrenches for drainage of waste water etc., complete6" dia

100 P.Rft

Plant Room 12'x12'86 Provision for electric fitting / ceiling fan 48" sweep

etc 1 Each

UF Water Filtration Plant 4000 LPH(1000 Gallons)

87 Hygienicultra filtrationsystem(withfollowingitem-specifications)

Penta pure

1.1 RawWaterFeedPump1. HP

Italy/Taiwan

To provide 80 psipressure asrequired for prefiltration

1.2 SandFilter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.3

Superior Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester ) S22-DMedia

Brand: wave cyber /Pentair,USA NSF Approved

S22-D Mediatested at waterhardness of 200mg/I Remove of Color: 58% Turbidity: 95% Total hardness:62% Fluorine: 32% Phosphorous:55% Ammonia: 99% Iron: 99 Manganese: 92% Copper: 70% Zinc: 88% Cyanide: 62% Chloride: 11% Nitrate: 14% Halo form: 55% Volatility phenol:85% Arsenic: 30% Lead: 98% Mercury: 28% Cadmium: 92% Molybdenum:70% Nickel: 25% Free chlorine:96%

1.4 Jumbofilter 20(5Micron)2-Nos

BrandedRefine the filteredwater up to05micron

1.5 CarbonFilter(Activated

(3) Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.6 Jumbofilter 20(1Micron)2-Nos

BrandedRefine the filteredwater up to01micron

1.7 AntigermschemicaldozingNos-1

Branded Coli form and Ecoli bacteria killed

1.8 U FMembranes(4”x40”)1

ASPRINN/TAIWAN

Ultra filtrationtechnology is anew kind of hightechnology, whichcan be widelyused inseparation,concentration andpurification ofsubstance infoods, drinks,medicine andother industries,Filtration down to0.01 micronBlendingRequirement

1.9 HighPressureMembraneVessels(6)

wave cyber ppwt TaiwanS.S. Vessel is notsuitable duebrackish water.

1.1 controlledsystem Taiwan For smooth

operation of plant.

1.1Flushing of UF Italy/Taiwan

Flushing systemto clean the UF.Membranes withfiltration of water

1.1 GagesFlowMeterEtc.

Italy/Taiwan Checking ofPressure andflow.

1.1 StorageTank500Gallon,Foodgrade Q-NO-2

Branded

PE Master tuffSmooth andcontinued supplyof water

1.1Piping,Fitting& etc.

Food grade UPVC As per required

1.2S S.Skid Local As per required

Buyers Responsibility

i To provide electric power into the plant room.

ii To provide drain line near plant room.

iii To provide water requirement for filtration at a min. pressureOf 35 PSI max. 45 PSI

iv All civil work.

v Site clearance.

vi Food and accommodation for 2 persons during installation. 1 Each88 Providing & fixing of sign board made of G.I pipes 1 ½ “ i/d (

medium quality ) 8’ long, M.S sheet of 16 SWG 4’x3’ Sizewelded with G.I pipe ¾ “ dia frame grouted With PCC 1:2:4foundation (1’x1’x2’) size i/c cost of duly panting lettering bothsides i/c carriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 81974 P.%o

Nos2 Old Brick Bats 4048 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Provision of Water Filtration Plant / Drainage System Thata Jhaid Amirwala

(Construction of Surface Drain, PCC / Soling, Sullage Carrier Culvert, Retaing wall and Ultra FiltrationPlant )

Approx. Cost Rs.32.687 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 7065 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

9713 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

5730 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 5876 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

15281 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

17191 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

19101 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

419 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

1284 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

369 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 51795 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

89886 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

52961 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

52961 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

18586 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

46606 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 422 % Cft

18 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

8550 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 2822 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 7695 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

1214 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 6658 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

750 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

1728 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

864 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 288 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 481 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

31 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 420 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

317 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

970 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

279 % Cft

Retaing Wall34 3 10-i Earthwork excavation in irrigation channels, drains,

etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

1000 %0 Cft

35 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:7:20. 250 % Cft

36 7 4-i Pacca brick work in foundation and plinth in (1:5) 1922 % Cft37 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

45 % Cft

38 26 35-b Balling out of water by pump etc. 562500 %0 Cft Water Filtration Plant

Submersible Pump39 23 1 Boring of tube well in all kind of soil except shingle

and rock from ground level to 100' depth i/c sinkingand with drawing of casing pipe complete 5" (125mm) i/d .

100 P.Rft

40 23 2 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 100.1 ft. to 200 ft. (30to 60 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

41 23 3 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 200.1 ft. to 300 ft. (60to 90 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

42 23 13-ii Providing and installing P.V.C. Bail/End plug, intubewell bore hole:- ii) B.S.S. Class `D' 4" i/d (100mm)

1 Each

43 23 12-e Providing and installing P.V.C. strainer B.S.S.Class `D' , in tubewell bore hole, including socketsand solvent, etc. complete 4" i/d (100 mm)

50 P.Rft

44 23 16-e Providing and installing P.V.C. blind pipe, B.S.S.Class `D', in tubewell bore hole, including socketsand solvents and jointing with strainer, etc.complete. 4" i/d (100 mm)

350 P.Rft

45 23 22-ii Providing, laying, cutting, jointing, testing anddisinfecting G.I. pipeline in trenches, with socketjoints, using G.I pipes of B.S.S. 1387-1967complete in all respects, with specials and valvesMedium Quality 1" i/d (25 mm) 3.25mm thick

300 P.Rft

46 19 34-ii Providing and fitting "P" trap:- ii) 10 cm (4") glazed 2 Each47 19 26-ii Providing fixing C.P bib cock 1/2" dia 7 Each

Plant Room 12'x12'48 3 21-b Excavation in foundation of building, bridges & other

structures, including dagbeiling, dressing, refillingaround structures with excavated earth, wateringand ramming lead upto one chain 100 ft. and liftupto 5 ft. in ordinary soil. 0 - 5 ft

460 %0 Cft

49 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

243 % Cft

50 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 544 % Cft51 6 33a-i Providing and laying damp proof course of cement

concrete 1:2:4 (using cement, sand and shingle),including bitument coating with one coats ofbitument +1 coat of Polythene sheet

57 % Sft

52 7 5-I Pacca brick work in ground floor:- cement, sandmortar:-Ratio 1:5 392 % Cft

53 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

54 11 9-b Cement plaster 1 : 4 upto 20 ft. height 1/2 inchthick 669 % Sft

55 6 5-f Cement concrete plain including placingcompacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

224 % Cft

56 6 6a-iii Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

122 P.Cft

57 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor. Upto 203 km

308 % Cft

58 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

375 % Kg

59 12 51 Providing and fixing panelled door of M.S. sheet,with forged door leaves of M.S. sheet 22 SWG fittedin hollow frame chowkat 3"x4½" (75 mmx113 mm)made of M.S. sheet 18 SWG filled with plaincement concrete 1:3:6 etc. complete with all fittingsand hammer painting, including carriage to site andfixing in position.

35 P.Sft

60 25 41b-iii Providing and fixing steel windows with openableglazed panels, using beam section for frame1½"x1"x5/8"x1/8" (40x25x16x3 mm), Z-section forleaves ¾"x1"x¾"x1/8" (20x25x20x3 mm), T-sectionsashes 1"x1"x1/8" (25x25x3 mm), glass panes,wooden screed for glazing embedded over a thinlayer of putty duly screwed with leaves, brassfittings, holdfast, duly painted, complete in allrespects, including all cost of material and labour,etc. as per approved design and as directed by theEngineer-in-charge fixed with wire gauze, 22 SWG,iii) glass pane 3 mm thick

16 P.Sft

61 11 18-a Cement pointing 1:2 struck joint on walls upto20ft height. 489 % Sft

62 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4inch earth and 1 in. mud plaster without bhoosagrouted with cement sand top of R.C. roof slabproviding with bitument coating sand blinded '1 :3

198 % Sft

63 11 23a-iii Distempering on new surface. Three Coats 609 % Sft64 10 25 Laying floor of approved coloured glazed tiles ¼ "(6

mm) thick, laid in white cement and pigment on abed of ¾" (20 mm) thick cement mortar 1:2.

276 % Sft

65 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 2 Each66 24 36-ii Supply and erection of 3 pin switch and plug

combined, recessed type 10/15 Amp 2 Each

67 24 48 Supply and erection of roof suspension hook of M.Splate 75x40x12.7mm (3"x1½"x½") with 16 mm(5/8") hook complete with bolts, nuts and fixing withcement concrete 1:3:6

3 Each

68 24 31-ii Supply and erection of switches 5 Amp. ii) pianotype 5 Each

69 24 3-i & ii Supply and erection of PVC pipe for wiring recessedin walls, including inspection boxes, pull boxes,hooks, cutting jharries, and repairing surface,etc.complete with all specials12 mm i/d

100 P.Rft

20 mm i/d 100 P.Rft70 24 10-b-i &

iii Supply and erection of single core PVC insulatedcopper conductor cables, in prelaid PVC pipe/M.S.conduit/G.I pipe/wooden strip batten/wooden casingan capping/G.I. wire/trenches (rate for cables only):-b) 250/440 volts, PVC insulated cotton braided andcompounded cables3/0.74 mm (3/0.029"

120 P.Rft

7/0.74 mm (7/0.029" 50 P.Rft

71 24 13-a-v Supply and erection of copper conductor cables forservice connection, in prelaid pipe/G.I.wire/trenches, etc. (rate for cable only):- PVCinsulated, PVC sheathed twin core, 250/440volts.7/1.12 mm (7/0.044")

30 P.Rft

72 24 14-i,ii,iv Supply and erection of M.S. sheet box of 16 SWG,10 cm (4") deep, with 4.75 mm thick (3/16")bakelite sheet top, for recessed wiring, includingmaking holes for regulators, switches, plugs, etc.10 x 10 cm (4"x4")

2 Each

17.5 x 10 cm (7"x4") 2 Each20 x 25 cm (8"x10") 2 Each

73 24 68 Earthing of iron clad/aluminum switches, etc. withG.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia,recessed or on surface of wall and floor, completewith 1.5 metre long G.I. pipe, 50 mm (2") dia withreducing socket 4 to 5 metre below ground level,and 2 metre away from building plinth

1 P.Job

74 24 13a-v Supply and erection of copper conductor cables forservice connection, in prelaid pipe / G.I. wiretrenches, etc. (rate for cable only):- a) PVCinsulated PVC sheathed twin core, 250/440 volts7/1.12 mm (7/0.044")

100 P.Rft

75 13 32-a Providing and applying weather shield paint ofapproved quality on external surface of buildingincluding preparation of surface, application ofprimer complete in all respect: new surface: 2Coats

132 % Sft

76 9 17-a Plain galvanized iron sheets 22 SWG rain waterdown pipe including clamp and fixing in position. 4"(100 mm) diameter down pipe

14 P.Rft

77 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

Drainage Component

78 3 42-i Earthwork excavation in open cutting for sewers andmanholes as shown in drawings including shutteringand timbering, dressing to correct section anddimensions according to templates and levels andremoving surface water, in all types of soil exceptshingle, gravel and rock i) 0 ft. to 7.0 ft. (0 to 2.10m) depth

450 %0 Cft

79 3 13a+24b

Rehandling of earthwork a) Lead upto a single throwof Kassi phaorah or shovel i/c Compaction ofearthwork (soft, ordinary or hard soil) :- b)Compaction by rolling with animal driven roller /hand rammed: ii) ordinary soil.

360 %0 Cft

80 3 21-b Excavation in foundation of building, bridges andother structures, including dagbelling, dressing,refilling around structure with excavated earth,watering and ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil

29 %0 Cft

81 10 3 Providing, laying, watering and ramming brickballast 1½" to 2"(40 mm to 50 mm) gauge mixedwith 25% sand, for floor foundation, complete in allrespects.

4 % Cft

82 7 4-i Pacca brick work in foundation and plinth inCement, sand mortar:- Ratio 1:5 16 % Cft

83 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

1 % Cft

84 11 9-b Cement Plaster 1:4 upto 20' height 1/2" Thick inside 14 % Sft

85 6 6 Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

3 P.Cft

86 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

244 % Cft

87 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

Non Standardized ItemsSubmersible Pump

88 P/F deep well submersible pump (China made) forfiltration plant size 1" Dilivery, with electric motor 1BHP with hanging Chain steel wire submersiblerope having 400 Rft length & 2.50 mm submersibleCable 200 Rft with cost of Star Delta starter ofrequired ampare, complete in all respect and asapproved by the engineer incharge.

1 P.Job

89 P/F MS clamp 6" i/d made of flat iron 2" x 3/8" , 2 ftlong with 4 Nos. 1/2" dia Nut Bolts etc. with PCC(1:2:4) 2' x 2' x 1' foundation, complete in allrespect.

1 Each

90 P/F SS / PPRC (food grade) header pipe 2" i/d withwelded sockets for framing of bib cocks includingnosal, nipples, clamping and dead ends etc.Complete in all respects.(10 Rft Long)

1 P.Job

Drainage Component

91 Providing and laying, jointing, testing P.V.C. pipe intrenches for drainage of waste water etc., complete6" dia

100 P.Rft

Plant Room 12'x12'92 Provision for electric fitting / ceiling fan 48" sweep

etc 1 Each

UF Water Filtration Plant 4000 LPH(1000 Gallons)

93 Hygienicultra filtrationsystem(withfollowingitem-specifications)

Penta pure

1.1 RawWaterFeedPump1. HP

Italy/Taiwan

To provide 80 psipressure asrequired for prefiltration

1.2 SandFilter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.3

Superior Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester ) S22-DMedia

Brand: wave cyber /Pentair,USA NSF Approved

S22-D Mediatested at waterhardness of 200mg/I Remove of Color: 58% Turbidity: 95% Total hardness:62% Fluorine: 32% Phosphorous:55% Ammonia: 99% Iron: 99 Manganese: 92% Copper: 70% Zinc: 88% Cyanide: 62% Chloride: 11% Nitrate: 14% Halo form: 55% Volatility phenol:85% Arsenic: 30% Lead: 98% Mercury: 28% Cadmium: 92% Molybdenum:70% Nickel: 25% Free chlorine:96%

1.4 Jumbofilter 20(5Micron)2-Nos

BrandedRefine the filteredwater up to05micron

1.5 CarbonFilter(Activated

(3) Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.6 Jumbofilter 20(1Micron)2-Nos

BrandedRefine the filteredwater up to01micron

1.7 AntigermschemicaldozingNos-1

Branded Coli form and Ecoli bacteria killed

1.8 U FMembranes(4”x40”)1

ASPRINN/TAIWAN

Ultra filtrationtechnology is anew kind of hightechnology, whichcan be widelyused inseparation,concentration andpurification ofsubstance infoods, drinks,medicine andother industries,Filtration down to0.01 micronBlendingRequirement

1.9 HighPressureMembraneVessels(6)

wave cyber ppwt TaiwanS.S. Vessel is notsuitable duebrackish water.

1.1 controlledsystem Taiwan For smooth

operation of plant.

1.1Flushing of UF Italy/Taiwan

Flushing systemto clean the UF.Membranes withfiltration of water

1.1 GagesFlowMeterEtc.

Italy/Taiwan Checking ofPressure andflow.

1.1 StorageTank500Gallon,Foodgrade Q-NO-2

Branded

PE Master tuffSmooth andcontinued supplyof water

1.1Piping,Fitting& etc.

Food grade UPVC As per required

1.2S S.Skid Local As per required

Buyers Responsibility

i To provide electric power into the plant room.

ii To provide drain line near plant room.

iii To provide water requirement for filtration at a min. pressureOf 35 PSI max. 45 PSI

iv All civil work.

v Site clearance.

vi Food and accommodation for 2 persons during installation. 1 Each94 Providing & fixing of sign board made of G.I pipes 1 ½ “ i/d (

medium quality ) 8’ long, M.S sheet of 16 SWG 4’x3’ Sizewelded with G.I pipe ¾ “ dia frame grouted With PCC 1:2:4foundation (1’x1’x2’) size i/c cost of duly panting lettering bothsides i/c carriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 213356 P.%o

Nos2 Old Brick Bats 10536 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULE

Name of Work: - Provision of Water Filtration Plant / Drainage System North

(Construction of Surface Drain, PCC / Soling, Sullage Carrier Culvert and Ultra Filtration Plant )

Approx. Cost Rs.29.144 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 3473 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

7368 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

4347 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 4304 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

11592 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

13041 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

14490 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

265 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

810 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

233 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 27200 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

65831 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

53249 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

53249 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

3858 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

46859 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 591 % Cft

18 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

13324 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 4397 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 11991 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

1892 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 10375 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

656 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2010 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

2242 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

108 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 36 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 60 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

4 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 53 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

40 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

121 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

35 % Cft

Water Filtration PlantSubmersible Pump

34 23 1 Boring of tube well in all kind of soil except shingleand rock from ground level to 100' depth i/c sinkingand with drawing of casing pipe complete 5" (125mm) i/d .

100 P.Rft

35 23 2 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 100.1 ft. to 200 ft. (30to 60 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

36 23 3 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 200.1 ft. to 300 ft. (60to 90 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

37 23 13-ii Providing and installing P.V.C. Bail/End plug, intubewell bore hole:- ii) B.S.S. Class `D' 4" i/d (100mm)

1 Each

38 23 12-e Providing and installing P.V.C. strainer B.S.S.Class `D' , in tubewell bore hole, including socketsand solvent, etc. complete 4" i/d (100 mm)

50 P.Rft

39 23 16-e Providing and installing P.V.C. blind pipe, B.S.S.Class `D', in tubewell bore hole, including socketsand solvents and jointing with strainer, etc.complete. 4" i/d (100 mm)

350 P.Rft

40 23 22-ii Providing, laying, cutting, jointing, testing anddisinfecting G.I. pipeline in trenches, with socketjoints, using G.I pipes of B.S.S. 1387-1967complete in all respects, with specials and valvesMedium Quality 1" i/d (25 mm) 3.25mm thick

300 P.Rft

41 19 34-ii Providing and fitting "P" trap:- ii) 10 cm (4") glazed 2 Each42 19 26-ii Providing fixing C.P bib cock 1/2" dia 7 Each

Plant Room 12'x12'43 3 21-b Excavation in foundation of building, bridges & other

structures, including dagbeiling, dressing, refillingaround structures with excavated earth, wateringand ramming lead upto one chain 100 ft. and liftupto 5 ft. in ordinary soil. 0 - 5 ft

460 %0 Cft

44 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

243 % Cft

45 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 544 % Cft46 6 33a-i Providing and laying damp proof course of cement

concrete 1:2:4 (using cement, sand and shingle),including bitument coating with one coats ofbitument +1 coat of Polythene sheet

57 % Sft

47 7 5-I Pacca brick work in ground floor:- cement, sandmortar:-Ratio 1:5 392 % Cft

48 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

49 11 9-b Cement plaster 1 : 4 upto 20 ft. height 1/2 inchthick 669 % Sft

50 6 5-f Cement concrete plain including placingcompacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

224 % Cft

51 6 6a-iii Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

122 P.Cft

52 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor. Upto 203 km

308 % Cft

53 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

375 % Kg

54 12 51 Providing and fixing panelled door of M.S. sheet,with forged door leaves of M.S. sheet 22 SWG fittedin hollow frame chowkat 3"x4½" (75 mmx113 mm)made of M.S. sheet 18 SWG filled with plaincement concrete 1:3:6 etc. complete with all fittingsand hammer painting, including carriage to site andfixing in position.

35 P.Sft

55 25 41b-iii Providing and fixing steel windows with openableglazed panels, using beam section for frame1½"x1"x5/8"x1/8" (40x25x16x3 mm), Z-section forleaves ¾"x1"x¾"x1/8" (20x25x20x3 mm), T-sectionsashes 1"x1"x1/8" (25x25x3 mm), glass panes,wooden screed for glazing embedded over a thinlayer of putty duly screwed with leaves, brassfittings, holdfast, duly painted, complete in allrespects, including all cost of material and labour,etc. as per approved design and as directed by theEngineer-in-charge fixed with wire gauze, 22 SWG,iii) glass pane 3 mm thick

16 P.Sft

56 11 18-a Cement pointing 1:2 struck joint on walls upto20ft height. 489 % Sft

57 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4inch earth and 1 in. mud plaster without bhoosagrouted with cement sand top of R.C. roof slabproviding with bitument coating sand blinded '1 :3

198 % Sft

58 11 23a-iii Distempering on new surface. Three Coats 609 % Sft59 10 25 Laying floor of approved coloured glazed tiles ¼ "(6

mm) thick, laid in white cement and pigment on abed of ¾" (20 mm) thick cement mortar 1:2.

276 % Sft

60 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 2 Each61 24 36-ii Supply and erection of 3 pin switch and plug

combined, recessed type 10/15 Amp 2 Each

62 24 48 Supply and erection of roof suspension hook of M.Splate 75x40x12.7mm (3"x1½"x½") with 16 mm(5/8") hook complete with bolts, nuts and fixing withcement concrete 1:3:6

3 Each

63 24 31-ii Supply and erection of switches 5 Amp. ii) pianotype 5 Each

64 24 3-i & ii Supply and erection of PVC pipe for wiring recessedin walls, including inspection boxes, pull boxes,hooks, cutting jharries, and repairing surface,etc.complete with all specials12 mm i/d

100 P.Rft

20 mm i/d 100 P.Rft65 24 10-b-i &

iii Supply and erection of single core PVC insulatedcopper conductor cables, in prelaid PVC pipe/M.S.conduit/G.I pipe/wooden strip batten/wooden casingan capping/G.I. wire/trenches (rate for cables only):-b) 250/440 volts, PVC insulated cotton braided andcompounded cables3/0.74 mm (3/0.029"

120 P.Rft

7/0.74 mm (7/0.029" 50 P.Rft66 24 13-a-v Supply and erection of copper conductor cables for

service connection, in prelaid pipe/G.I.wire/trenches, etc. (rate for cable only):- PVCinsulated, PVC sheathed twin core, 250/440volts.7/1.12 mm (7/0.044")

30 P.Rft

67 24 14-i,ii,iv Supply and erection of M.S. sheet box of 16 SWG,10 cm (4") deep, with 4.75 mm thick (3/16")bakelite sheet top, for recessed wiring, includingmaking holes for regulators, switches, plugs, etc.10 x 10 cm (4"x4")

2 Each

17.5 x 10 cm (7"x4") 2 Each

20 x 25 cm (8"x10") 2 Each68 24 68 Earthing of iron clad/aluminum switches, etc. with

G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia,recessed or on surface of wall and floor, completewith 1.5 metre long G.I. pipe, 50 mm (2") dia withreducing socket 4 to 5 metre below ground level,and 2 metre away from building plinth

1 P.Job

69 24 13a-v Supply and erection of copper conductor cables forservice connection, in prelaid pipe / G.I. wiretrenches, etc. (rate for cable only):- a) PVCinsulated PVC sheathed twin core, 250/440 volts7/1.12 mm (7/0.044")

100 P.Rft

70 13 32-a Providing and applying weather shield paint ofapproved quality on external surface of buildingincluding preparation of surface, application ofprimer complete in all respect: new surface: 2Coats

132 % Sft

71 9 17-a Plain galvanized iron sheets 22 SWG rain waterdown pipe including clamp and fixing in position. 4"(100 mm) diameter down pipe

14 P.Rft

72 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

Drainage Component

73 3 42-i Earthwork excavation in open cutting for sewers andmanholes as shown in drawings including shutteringand timbering, dressing to correct section anddimensions according to templates and levels andremoving surface water, in all types of soil exceptshingle, gravel and rock i) 0 ft. to 7.0 ft. (0 to 2.10m) depth

450 %0 Cft

74 3 13a+24b

Rehandling of earthwork a) Lead upto a single throwof Kassi phaorah or shovel i/c Compaction ofearthwork (soft, ordinary or hard soil) :- b)Compaction by rolling with animal driven roller /hand rammed: ii) ordinary soil.

360 %0 Cft

75 3 21-b Excavation in foundation of building, bridges andother structures, including dagbelling, dressing,refilling around structure with excavated earth,watering and ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil

29 %0 Cft

76 10 3 Providing, laying, watering and ramming brickballast 1½" to 2"(40 mm to 50 mm) gauge mixedwith 25% sand, for floor foundation, complete in allrespects.

4 % Cft

77 7 4-i Pacca brick work in foundation and plinth inCement, sand mortar:- Ratio 1:5 16 % Cft

78 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

1 % Cft

79 11 9-b Cement Plaster 1:4 upto 20' height 1/2" Thick inside 14 % Sft

80 6 6 Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

3 P.Cft

67 24 14-i,ii,iv

81 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

244 % Cft

82 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

Non Standardized ItemsSubmersible Pump

83 P/F deep well submersible pump (China made) forfiltration plant size 1" Dilivery, with electric motor 1BHP with hanging Chain steel wire submersiblerope having 400 Rft length & 2.50 mm submersibleCable 200 Rft with cost of Star Delta starter ofrequired ampare, complete in all respect and asapproved by the engineer incharge.

1 P.Job

84 P/F MS clamp 6" i/d made of flat iron 2" x 3/8" , 2 ftlong with 4 Nos. 1/2" dia Nut Bolts etc. with PCC(1:2:4) 2' x 2' x 1' foundation, complete in allrespect.

1 Each

85 P/F SS / PPRC (food grade) header pipe 2" i/d withwelded sockets for framing of bib cocks includingnosal, nipples, clamping and dead ends etc.Complete in all respects.(10 Rft Long)

1 P.Job

Drainage Component

86 Providing and laying, jointing, testing P.V.C. pipe intrenches for drainage of waste water etc., complete6" dia

100 P.Rft

Plant Room 12'x12'87 Provision for electric fitting / ceiling fan 48" sweep

etc 1 Each

UF Water Filtration Plant 4000 LPH(1000 Gallons)

88 Hygienicultra filtrationsystem(withfollowingitem-specifications)

Penta pure

1.1 RawWaterFeedPump1. HP

Italy/Taiwan

To provide 80 psipressure asrequired for prefiltration

1.2 SandFilter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.3

Superior Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester ) S22-DMedia

Brand: wave cyber /Pentair,USA NSF Approved

S22-D Mediatested at waterhardness of 200mg/I Remove of Color: 58% Turbidity: 95% Total hardness:62% Fluorine: 32% Phosphorous:55% Ammonia: 99% Iron: 99 Manganese: 92% Copper: 70% Zinc: 88% Cyanide: 62% Chloride: 11% Nitrate: 14% Halo form: 55% Volatility phenol:85% Arsenic: 30% Lead: 98% Mercury: 28% Cadmium: 92% Molybdenum:70% Nickel: 25% Free chlorine:96%

1.4 Jumbofilter 20(5Micron)2-Nos

BrandedRefine the filteredwater up to05micron

1.5 CarbonFilter(Activated

(3) Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.6 Jumbofilter 20(1Micron)2-Nos

BrandedRefine the filteredwater up to01micron

1.7 AntigermschemicaldozingNos-1

Branded Coli form and Ecoli bacteria killed

1.8 U FMembranes(4”x40”)1

ASPRINN/TAIWAN

Ultra filtrationtechnology is anew kind of hightechnology, whichcan be widelyused inseparation,concentration andpurification ofsubstance infoods, drinks,medicine andother industries,Filtration down to0.01 micronBlendingRequirement

1.9 HighPressureMembraneVessels(6)

wave cyber ppwt TaiwanS.S. Vessel is notsuitable duebrackish water.

1.1 controlledsystem Taiwan For smooth

operation of plant.

1.1Flushing of UF Italy/Taiwan

Flushing systemto clean the UF.Membranes withfiltration of water

1.1 GagesFlowMeterEtc.

Italy/Taiwan Checking ofPressure andflow.

1.1 StorageTank500Gallon,Foodgrade Q-NO-2

Branded

PE Master tuffSmooth andcontinued supplyof water

1.1Piping,Fitting& etc.

Food grade UPVC As per required

1.2S S.Skid Local As per required

Buyers Responsibility

i To provide electric power into the plant room.

ii To provide drain line near plant room.

iii To provide water requirement for filtration at a min. pressureOf 35 PSI max. 45 PSI

iv All civil work.

v Site clearance.

vi Food and accommodation for 2 persons during installation. 1 Each89 Providing & fixing of sign board made of G.I pipes 1 ½ “ i/d (

medium quality ) 8’ long, M.S sheet of 16 SWG 4’x3’ Sizewelded with G.I pipe ¾ “ dia frame grouted With PCC 1:2:4foundation (1’x1’x2’) size i/c cost of duly panting lettering bothsides i/c carriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 113107 P.%o

Nos2 Old Brick Bats 5585 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULE

Name of Work: - Provision of Water Filtration Plant / Drainage System Mowan Bhattian

(Construction of Surface Drain, PCC / Soling, Sullage Carrier Culvert and Ultra Filtration Plant )

Approx. Cost Rs.23.342 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 2606 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

6677 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

3939 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 4203 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

10504 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

11817 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

13130 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

132 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

405 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

116 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 18640 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

56488 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

39552 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

39552 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

7207 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

34805 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 591 % Cft

18 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

7425 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 2450 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 6683 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

1054 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 5782 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

563 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

1723 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

1423 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

216 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 72 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 120 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

8 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 105 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

79 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

243 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

70 % Cft

Water Filtration PlantSubmersible Pump

34 23 1 Boring of tube well in all kind of soil except shingleand rock from ground level to 100' depth i/c sinkingand with drawing of casing pipe complete 5" (125mm) i/d .

100 P.Rft

35 23 2 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 100.1 ft. to 200 ft. (30to 60 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

36 23 3 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 200.1 ft. to 300 ft. (60to 90 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

37 23 13-ii Providing and installing P.V.C. Bail/End plug, intubewell bore hole:- ii) B.S.S. Class `D' 4" i/d (100mm)

1 Each

38 23 12-e Providing and installing P.V.C. strainer B.S.S.Class `D' , in tubewell bore hole, including socketsand solvent, etc. complete 4" i/d (100 mm)

50 P.Rft

39 23 16-e Providing and installing P.V.C. blind pipe, B.S.S.Class `D', in tubewell bore hole, including socketsand solvents and jointing with strainer, etc.complete. 4" i/d (100 mm)

350 P.Rft

40 23 22-ii Providing, laying, cutting, jointing, testing anddisinfecting G.I. pipeline in trenches, with socketjoints, using G.I pipes of B.S.S. 1387-1967complete in all respects, with specials and valvesMedium Quality 1" i/d (25 mm) 3.25mm thick

300 P.Rft

41 19 34-ii Providing and fitting "P" trap:- ii) 10 cm (4") glazed 2 Each42 19 26-ii Providing fixing C.P bib cock 1/2" dia 7 Each

Plant Room 12'x12'43 3 21-b Excavation in foundation of building, bridges & other

structures, including dagbeiling, dressing, refillingaround structures with excavated earth, wateringand ramming lead upto one chain 100 ft. and liftupto 5 ft. in ordinary soil. 0 - 5 ft

460 %0 Cft

44 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

243 % Cft

45 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 544 % Cft46 6 33a-i Providing and laying damp proof course of cement

concrete 1:2:4 (using cement, sand and shingle),including bitument coating with one coats ofbitument +1 coat of Polythene sheet

57 % Sft

47 7 5-I Pacca brick work in ground floor:- cement, sandmortar:-Ratio 1:5 392 % Cft

48 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

49 11 9-b Cement plaster 1 : 4 upto 20 ft. height 1/2 inchthick 669 % Sft

50 6 5-f Cement concrete plain including placingcompacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

224 % Cft

51 6 6a-iii Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

122 P.Cft

52 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor. Upto 203 km

308 % Cft

53 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

375 % Kg

54 12 51 Providing and fixing panelled door of M.S. sheet,with forged door leaves of M.S. sheet 22 SWG fittedin hollow frame chowkat 3"x4½" (75 mmx113 mm)made of M.S. sheet 18 SWG filled with plaincement concrete 1:3:6 etc. complete with all fittingsand hammer painting, including carriage to site andfixing in position.

35 P.Sft

55 25 41b-iii Providing and fixing steel windows with openableglazed panels, using beam section for frame1½"x1"x5/8"x1/8" (40x25x16x3 mm), Z-section forleaves ¾"x1"x¾"x1/8" (20x25x20x3 mm), T-sectionsashes 1"x1"x1/8" (25x25x3 mm), glass panes,wooden screed for glazing embedded over a thinlayer of putty duly screwed with leaves, brassfittings, holdfast, duly painted, complete in allrespects, including all cost of material and labour,etc. as per approved design and as directed by theEngineer-in-charge fixed with wire gauze, 22 SWG,iii) glass pane 3 mm thick

16 P.Sft

56 11 18-a Cement pointing 1:2 struck joint on walls upto20ft height. 489 % Sft

57 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4inch earth and 1 in. mud plaster without bhoosagrouted with cement sand top of R.C. roof slabproviding with bitument coating sand blinded '1 :3

198 % Sft

58 11 23a-iii Distempering on new surface. Three Coats 609 % Sft59 10 25 Laying floor of approved coloured glazed tiles ¼ "(6

mm) thick, laid in white cement and pigment on abed of ¾" (20 mm) thick cement mortar 1:2.

276 % Sft

60 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 2 Each61 24 36-ii Supply and erection of 3 pin switch and plug

combined, recessed type 10/15 Amp 2 Each

62 24 48 Supply and erection of roof suspension hook of M.Splate 75x40x12.7mm (3"x1½"x½") with 16 mm(5/8") hook complete with bolts, nuts and fixing withcement concrete 1:3:6

3 Each

63 24 31-ii Supply and erection of switches 5 Amp. ii) pianotype 5 Each

64 24 3-i & ii Supply and erection of PVC pipe for wiring recessedin walls, including inspection boxes, pull boxes,hooks, cutting jharries, and repairing surface,etc.complete with all specials12 mm i/d

100 P.Rft

20 mm i/d 100 P.Rft65 24 10-b-i &

iii Supply and erection of single core PVC insulatedcopper conductor cables, in prelaid PVC pipe/M.S.conduit/G.I pipe/wooden strip batten/wooden casingan capping/G.I. wire/trenches (rate for cables only):-b) 250/440 volts, PVC insulated cotton braided andcompounded cables3/0.74 mm (3/0.029"

120 P.Rft

7/0.74 mm (7/0.029" 50 P.Rft66 24 13-a-v Supply and erection of copper conductor cables for

service connection, in prelaid pipe/G.I.wire/trenches, etc. (rate for cable only):- PVCinsulated, PVC sheathed twin core, 250/440volts.7/1.12 mm (7/0.044")

30 P.Rft

67 24 14-i,ii,iv Supply and erection of M.S. sheet box of 16 SWG,10 cm (4") deep, with 4.75 mm thick (3/16")bakelite sheet top, for recessed wiring, includingmaking holes for regulators, switches, plugs, etc.10 x 10 cm (4"x4")

2 Each

17.5 x 10 cm (7"x4") 2 Each

20 x 25 cm (8"x10") 2 Each68 24 68 Earthing of iron clad/aluminum switches, etc. with

G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia,recessed or on surface of wall and floor, completewith 1.5 metre long G.I. pipe, 50 mm (2") dia withreducing socket 4 to 5 metre below ground level,and 2 metre away from building plinth

1 P.Job

69 24 13a-v Supply and erection of copper conductor cables forservice connection, in prelaid pipe / G.I. wiretrenches, etc. (rate for cable only):- a) PVCinsulated PVC sheathed twin core, 250/440 volts7/1.12 mm (7/0.044")

100 P.Rft

70 13 32-a Providing and applying weather shield paint ofapproved quality on external surface of buildingincluding preparation of surface, application ofprimer complete in all respect: new surface: 2Coats

132 % Sft

71 9 17-a Plain galvanized iron sheets 22 SWG rain waterdown pipe including clamp and fixing in position. 4"(100 mm) diameter down pipe

14 P.Rft

72 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

Drainage Component

73 3 42-i Earthwork excavation in open cutting for sewers andmanholes as shown in drawings including shutteringand timbering, dressing to correct section anddimensions according to templates and levels andremoving surface water, in all types of soil exceptshingle, gravel and rock i) 0 ft. to 7.0 ft. (0 to 2.10m) depth

450 %0 Cft

74 3 13a+24b

Rehandling of earthwork a) Lead upto a single throwof Kassi phaorah or shovel i/c Compaction ofearthwork (soft, ordinary or hard soil) :- b)Compaction by rolling with animal driven roller /hand rammed: ii) ordinary soil.

360 %0 Cft

75 3 21-b Excavation in foundation of building, bridges andother structures, including dagbelling, dressing,refilling around structure with excavated earth,watering and ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil

29 %0 Cft

76 10 3 Providing, laying, watering and ramming brickballast 1½" to 2"(40 mm to 50 mm) gauge mixedwith 25% sand, for floor foundation, complete in allrespects.

4 % Cft

77 7 4-i Pacca brick work in foundation and plinth inCement, sand mortar:- Ratio 1:5 16 % Cft

78 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

1 % Cft

79 11 9-b Cement Plaster 1:4 upto 20' height 1/2" Thick inside 14 % Sft

80 6 6 Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

3 P.Cft

67 24 14-i,ii,iv

81 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

244 % Cft

82 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

Non Standardized ItemsSubmersible Pump

83 P/F deep well submersible pump (China made) forfiltration plant size 1" Dilivery, with electric motor 1BHP with hanging Chain steel wire submersiblerope having 400 Rft length & 2.50 mm submersibleCable 200 Rft with cost of Star Delta starter ofrequired ampare, complete in all respect and asapproved by the engineer incharge.

1 P.Job

84 P/F MS clamp 6" i/d made of flat iron 2" x 3/8" , 2 ftlong with 4 Nos. 1/2" dia Nut Bolts etc. with PCC(1:2:4) 2' x 2' x 1' foundation, complete in allrespect.

1 Each

85 P/F SS / PPRC (food grade) header pipe 2" i/d withwelded sockets for framing of bib cocks includingnosal, nipples, clamping and dead ends etc.Complete in all respects.(10 Rft Long)

1 P.Job

Drainage Component

86 Providing and laying, jointing, testing P.V.C. pipe intrenches for drainage of waste water etc., complete6" dia

100 P.Rft

Plant Room 12'x12'87 Provision for electric fitting / ceiling fan 48" sweep

etc 1 Each

UF Water Filtration Plant 4000 LPH(1000 Gallons)

88 Hygienicultra filtrationsystem(withfollowingitem-specifications)

Penta pure

1.1 RawWaterFeedPump1. HP

Italy/Taiwan

To provide 80 psipressure asrequired for prefiltration

1.2 SandFilter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.3

Superior Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester ) S22-DMedia

Brand: wave cyber /Pentair,USA NSF Approved

S22-D Mediatested at waterhardness of 200mg/I Remove of Color: 58% Turbidity: 95% Total hardness:62% Fluorine: 32% Phosphorous:55% Ammonia: 99% Iron: 99 Manganese: 92% Copper: 70% Zinc: 88% Cyanide: 62% Chloride: 11% Nitrate: 14% Halo form: 55% Volatility phenol:85% Arsenic: 30% Lead: 98% Mercury: 28% Cadmium: 92% Molybdenum:70% Nickel: 25% Free chlorine:96%

1.4 Jumbofilter 20(5Micron)2-Nos

BrandedRefine the filteredwater up to05micron

1.5 CarbonFilter(Activated

(3) Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.6 Jumbofilter 20(1Micron)2-Nos

BrandedRefine the filteredwater up to01micron

1.7 AntigermschemicaldozingNos-1

Branded Coli form and Ecoli bacteria killed

1.8 U FMembranes(4”x40”)1

ASPRINN/TAIWAN

Ultra filtrationtechnology is anew kind of hightechnology, whichcan be widelyused inseparation,concentration andpurification ofsubstance infoods, drinks,medicine andother industries,Filtration down to0.01 micronBlendingRequirement

1.9 HighPressureMembraneVessels(6)

wave cyber ppwt TaiwanS.S. Vessel is notsuitable duebrackish water.

1.1 controlledsystem Taiwan For smooth

operation of plant.

1.1Flushing of UF Italy/Taiwan

Flushing systemto clean the UF.Membranes withfiltration of water

1.1 GagesFlowMeterEtc.

Italy/Taiwan Checking ofPressure andflow.

1.1 StorageTank500Gallon,Foodgrade Q-NO-2

Branded

PE Master tuffSmooth andcontinued supplyof water

1.1Piping,Fitting& etc.

Food grade UPVC As per required

1.2S S.Skid Local As per required

Buyers Responsibility

i To provide electric power into the plant room.

ii To provide drain line near plant room.

iii To provide water requirement for filtration at a min. pressureOf 35 PSI max. 45 PSI

iv All civil work.

v Site clearance.

vi Food and accommodation for 2 persons during installation. 1 Each89 Providing & fixing of sign board made of G.I pipes 1 ½ “ i/d (

medium quality ) 8’ long, M.S sheet of 16 SWG 4’x3’ Sizewelded with G.I pipe ¾ “ dia frame grouted With PCC 1:2:4foundation (1’x1’x2’) size i/c cost of duly panting lettering bothsides i/c carriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 80853 P.%o

Nos2 Old Brick Bats 3993 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Construction of Streets Drains PCC/ Soling and Nallah in VillageKhattrani District Hafizabad

(Construction of Surface Drain, PCC / Soling and Sullage Carrier )

Approx. Cost Rs.9.100 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 653 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

1992 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

1175 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 1472 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

3134 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

3526 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

3918 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

183 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

562 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

161 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 11200 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

26980 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

21760 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

21761 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

2002 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

19148 % Cft

Sullage Carrier 18 3 10-i Earthwork excavation in irrigation channels, drains,

etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

225 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 74 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 203 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

32 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 175 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

261 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

861 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

276 % Cft

Providing & fixing of sign board made of G.I pipes 1½ “ i/d ( medium quality ) 8’ long, M.S sheet of 16SWG 4’x3’ Size welded with G.I pipe ¾ “ dia framegrouted With PCC 1:2:4 foundation (1’x1’x2’) sizei/c cost of duly panting lettering both sides i/ccarriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 38307 P.%o

Nos2 Old Brick Bats 1892 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Provision of Water Filtration Plant / Drainage System Chak Chatha U/CNo. 15, District Hafizabad

(Construction of Surface Drain, PCC / Soling, Sullage Carrier Culvert and Ultra Filtration Plant )

Approx. Cost Rs.28.083 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1639 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

8022 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

4733 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 5423 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

12620 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

14198 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

15775 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

414 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

1269 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

365 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 5000 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

51693 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

45289 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

45289 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

5075 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

39854 % Cft

Sullage Carrier 17 4 13 Dismantling of brick work in cement sand or lime

mortar 844 % Cft

18 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

15008 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 2501 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 9755 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

755 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 6003 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

2494 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

7637 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

2859 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

216 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 72 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 120 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

8 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 105 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

79 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

243 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

70 % Cft

Water Filtration PlantSubmersible Pump

34 23 1 Boring of tube well in all kind of soil except shingleand rock from ground level to 100' depth i/c sinkingand with drawing of casing pipe complete 5" (125mm) i/d .

100 P.Rft

35 23 2 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 100.1 ft. to 200 ft. (30to 60 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

36 23 3 Boring for tubewell in all types of soil except shinglegravel & rock, from a depth of 200.1 ft. to 300 ft. (60to 90 m) below ground level, including sinking andwithdrawing of casing pipe, complete 5" (125 mm)i/d

100 P.Rft

37 23 13-ii Providing and installing P.V.C. Bail/End plug, intubewell bore hole:- ii) B.S.S. Class `D' 4" i/d (100mm)

1 Each

38 23 12-e Providing and installing P.V.C. strainer B.S.S.Class `D' , in tubewell bore hole, including socketsand solvent, etc. complete 4" i/d (100 mm)

50 P.Rft

39 23 16-e Providing and installing P.V.C. blind pipe, B.S.S.Class `D', in tubewell bore hole, including socketsand solvents and jointing with strainer, etc.complete. 4" i/d (100 mm)

350 P.Rft

40 23 22-ii Providing, laying, cutting, jointing, testing anddisinfecting G.I. pipeline in trenches, with socketjoints, using G.I pipes of B.S.S. 1387-1967complete in all respects, with specials and valvesMedium Quality 1" i/d (25 mm) 3.25mm thick

300 P.Rft

41 19 34-ii Providing and fitting "P" trap:- ii) 10 cm (4") glazed 2 Each42 19 26-ii Providing fixing C.P bib cock 1/2" dia 7 Each

Plant Room 12'x12'43 3 21-b Excavation in foundation of building, bridges & other

structures, including dagbeiling, dressing, refillingaround structures with excavated earth, wateringand ramming lead upto one chain 100 ft. and liftupto 5 ft. in ordinary soil. 0 - 5 ft

460 %0 Cft

44 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

243 % Cft

45 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 544 % Cft46 6 33a-i Providing and laying damp proof course of cement

concrete 1:2:4 (using cement, sand and shingle),including bitument coating with one coats ofbitument +1 coat of Polythene sheet

57 % Sft

47 7 5-I Pacca brick work in ground floor:- cement, sandmortar:-Ratio 1:5 392 % Cft

48 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

49 11 9-b Cement plaster 1 : 4 upto 20 ft. height 1/2 inchthick 669 % Sft

50 6 5-f Cement concrete plain including placingcompacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

224 % Cft

51 6 6a-iii Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

122 P.Cft

52 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor. Upto 203 km

308 % Cft

53 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

375 % Kg

54 12 51 Providing and fixing panelled door of M.S. sheet,with forged door leaves of M.S. sheet 22 SWG fittedin hollow frame chowkat 3"x4½" (75 mmx113 mm)made of M.S. sheet 18 SWG filled with plaincement concrete 1:3:6 etc. complete with all fittingsand hammer painting, including carriage to site andfixing in position.

35 P.Sft

55 25 41b-iii Providing and fixing steel windows with openableglazed panels, using beam section for frame1½"x1"x5/8"x1/8" (40x25x16x3 mm), Z-section forleaves ¾"x1"x¾"x1/8" (20x25x20x3 mm), T-sectionsashes 1"x1"x1/8" (25x25x3 mm), glass panes,wooden screed for glazing embedded over a thinlayer of putty duly screwed with leaves, brassfittings, holdfast, duly painted, complete in allrespects, including all cost of material and labour,etc. as per approved design and as directed by theEngineer-in-charge fixed with wire gauze, 22 SWG,iii) glass pane 3 mm thick

16 P.Sft

56 11 18-a Cement pointing 1:2 struck joint on walls upto20ft height. 489 % Sft

57 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4inch earth and 1 in. mud plaster without bhoosagrouted with cement sand top of R.C. roof slabproviding with bitument coating sand blinded '1 :3

198 % Sft

58 11 23a-iii Distempering on new surface. Three Coats 609 % Sft59 10 25 Laying floor of approved coloured glazed tiles ¼ "(6

mm) thick, laid in white cement and pigment on abed of ¾" (20 mm) thick cement mortar 1:2.

276 % Sft

60 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 2 Each61 24 36-ii Supply and erection of 3 pin switch and plug

combined, recessed type 10/15 Amp 2 Each

62 24 48 Supply and erection of roof suspension hook of M.Splate 75x40x12.7mm (3"x1½"x½") with 16 mm(5/8") hook complete with bolts, nuts and fixing withcement concrete 1:3:6

3 Each

63 24 31-ii Supply and erection of switches 5 Amp. ii) pianotype 5 Each

64 24 3-i & ii Supply and erection of PVC pipe for wiring recessedin walls, including inspection boxes, pull boxes,hooks, cutting jharries, and repairing surface,etc.complete with all specials12 mm i/d

100 P.Rft

20 mm i/d 100 P.Rft65 24 10-b-i &

iii Supply and erection of single core PVC insulatedcopper conductor cables, in prelaid PVC pipe/M.S.conduit/G.I pipe/wooden strip batten/wooden casingan capping/G.I. wire/trenches (rate for cables only):-b) 250/440 volts, PVC insulated cotton braided andcompounded cables3/0.74 mm (3/0.029"

120 P.Rft

7/0.74 mm (7/0.029" 50 P.Rft66 24 13-a-v Supply and erection of copper conductor cables for

service connection, in prelaid pipe/G.I.wire/trenches, etc. (rate for cable only):- PVCinsulated, PVC sheathed twin core, 250/440volts.7/1.12 mm (7/0.044")

30 P.Rft

67 24 14-i,ii,iv Supply and erection of M.S. sheet box of 16 SWG,10 cm (4") deep, with 4.75 mm thick (3/16")bakelite sheet top, for recessed wiring, includingmaking holes for regulators, switches, plugs, etc.10 x 10 cm (4"x4")

2 Each

17.5 x 10 cm (7"x4") 2 Each

20 x 25 cm (8"x10") 2 Each68 24 68 Earthing of iron clad/aluminum switches, etc. with

G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia,recessed or on surface of wall and floor, completewith 1.5 metre long G.I. pipe, 50 mm (2") dia withreducing socket 4 to 5 metre below ground level,and 2 metre away from building plinth

1 P.Job

69 24 13a-v Supply and erection of copper conductor cables forservice connection, in prelaid pipe / G.I. wiretrenches, etc. (rate for cable only):- a) PVCinsulated PVC sheathed twin core, 250/440 volts7/1.12 mm (7/0.044")

100 P.Rft

70 13 32-a Providing and applying weather shield paint ofapproved quality on external surface of buildingincluding preparation of surface, application ofprimer complete in all respect: new surface: 2Coats

132 % Sft

71 9 17-a Plain galvanized iron sheets 22 SWG rain waterdown pipe including clamp and fixing in position. 4"(100 mm) diameter down pipe

14 P.Rft

72 7 30 supplying and filling sand under floor or plugging inwell 748 % Cft

Drainage Component

73 3 42-i Earthwork excavation in open cutting for sewers andmanholes as shown in drawings including shutteringand timbering, dressing to correct section anddimensions according to templates and levels andremoving surface water, in all types of soil exceptshingle, gravel and rock i) 0 ft. to 7.0 ft. (0 to 2.10m) depth

450 %0 Cft

74 3 13a+24b

Rehandling of earthwork a) Lead upto a single throwof Kassi phaorah or shovel i/c Compaction ofearthwork (soft, ordinary or hard soil) :- b)Compaction by rolling with animal driven roller /hand rammed: ii) ordinary soil.

360 %0 Cft

75 3 21-b Excavation in foundation of building, bridges andother structures, including dagbelling, dressing,refilling around structure with excavated earth,watering and ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil

29 %0 Cft

76 10 3 Providing, laying, watering and ramming brickballast 1½" to 2"(40 mm to 50 mm) gauge mixedwith 25% sand, for floor foundation, complete in allrespects.

4 % Cft

77 7 4-i Pacca brick work in foundation and plinth inCement, sand mortar:- Ratio 1:5 16 % Cft

78 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

1 % Cft

79 11 9-b Cement Plaster 1:4 upto 20' height 1/2" Thick inside 14 % Sft

80 6 6 Providing and laying reinforced cement concrete(including prestressed concrete), using course sandand screened graded and washed aggregate inrequired shape and design including forms, moulds,shuttering, lifting,compacting, curing, rendering andfinishing exposed surfaces, complete ( butexcluding the cost of steel reinforcement, itsfabrication and placing in position etc.) (a) (i)reinforced cement concrete in roof slab, beams,columns, lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespect.(3) (C) Type C (nominal mix 1: 2: 4)

3 P.Cft

67 24 14-i,ii,iv

81 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

244 % Cft

82 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

Non Standardized ItemsSubmersible Pump

83 P/F deep well submersible pump (China made) forfiltration plant size 1" Dilivery, with electric motor 1BHP with hanging Chain steel wire submersiblerope having 400 Rft length & 2.50 mm submersibleCable 200 Rft with cost of Star Delta starter ofrequired ampare, complete in all respect and asapproved by the engineer incharge.

1 P.Job

84 P/F MS clamp 6" i/d made of flat iron 2" x 3/8" , 2 ftlong with 4 Nos. 1/2" dia Nut Bolts etc. with PCC(1:2:4) 2' x 2' x 1' foundation, complete in allrespect.

1 Each

85 P/F SS / PPRC (food grade) header pipe 2" i/d withwelded sockets for framing of bib cocks includingnosal, nipples, clamping and dead ends etc.Complete in all respects.(10 Rft Long)

1 P.Job

Drainage Component

86 Providing and laying, jointing, testing P.V.C. pipe intrenches for drainage of waste water etc., complete6" dia

100 P.Rft

Plant Room 12'x12'87 Provision for electric fitting / ceiling fan 48" sweep

etc 1 Each

UF Water Filtration Plant 4000 LPH(1000 Gallons)

88 Hygienicultra filtrationsystem(withfollowingitem-specifications)

Penta pure

1.1 RawWaterFeedPump1. HP

Italy/Taiwan

To provide 80 psipressure asrequired for prefiltration

1.2 SandFilter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.3

Superior Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester ) S22-DMedia

Brand: wave cyber /Pentair,USA NSF Approved

S22-D Mediatested at waterhardness of 200mg/I Remove of Color: 58% Turbidity: 95% Total hardness:62% Fluorine: 32% Phosphorous:55% Ammonia: 99% Iron: 99 Manganese: 92% Copper: 70% Zinc: 88% Cyanide: 62% Chloride: 11% Nitrate: 14% Halo form: 55% Volatility phenol:85% Arsenic: 30% Lead: 98% Mercury: 28% Cadmium: 92% Molybdenum:70% Nickel: 25% Free chlorine:96%

1.4 Jumbofilter 20(5Micron)2-Nos

BrandedRefine the filteredwater up to05micron

1.5 CarbonFilter(Activated

(3) Filter(5.5 ftheight& 1.4 ftdiameter FRP,FiberReinforcedPolyester )

Brand: wave cyber /Pentair,USA NSF Approved

Duebrackish/chemically water stainlesssteel vessel is notsuitable. FRPmaterial isresistant tobrackish water.

1.6 Jumbofilter 20(1Micron)2-Nos

BrandedRefine the filteredwater up to01micron

1.7 AntigermschemicaldozingNos-1

Branded Coli form and Ecoli bacteria killed

1.8 U FMembranes(4”x40”)1

ASPRINN/TAIWAN

Ultra filtrationtechnology is anew kind of hightechnology, whichcan be widelyused inseparation,concentration andpurification ofsubstance infoods, drinks,medicine andother industries,Filtration down to0.01 micronBlendingRequirement

1.9 HighPressureMembraneVessels(6)

wave cyber ppwt TaiwanS.S. Vessel is notsuitable duebrackish water.

1.1 controlledsystem Taiwan For smooth

operation of plant.

1.1Flushing of UF Italy/Taiwan

Flushing systemto clean the UF.Membranes withfiltration of water

1.1 GagesFlowMeterEtc.

Italy/Taiwan Checking ofPressure andflow.

1.1 StorageTank500Gallon,Foodgrade Q-NO-2

Branded

PE Master tuffSmooth andcontinued supplyof water

1.1Piping,Fitting& etc.

Food grade UPVC As per required

1.2S S.Skid Local As per required

Buyers Responsibility

i To provide electric power into the plant room.

ii To provide drain line near plant room.

iii To provide water requirement for filtration at a min. pressureOf 35 PSI max. 45 PSI

iv All civil work.

v Site clearance.

vi Food and accommodation for 2 persons during installation. 1 Each89 Providing & fixing of sign board made of G.I pipes 1 ½ “ i/d (

medium quality ) 8’ long, M.S sheet of 16 SWG 4’x3’ Sizewelded with G.I pipe ¾ “ dia frame grouted With PCC 1:2:4foundation (1’x1’x2’) size i/c cost of duly panting lettering bothsides i/c carriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 34850 P.%o

Nos2 Old Brick Bats 1722 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Rural Drainage Scheme Herdo Sagar, Dhnoi Dogran, Praim Kot, Batairay,Wingay and Bashmolajat District Hafizabad

(Construction of Surface Drain, PCC / Soling, Sullage Carrier and Culvert )

Approx. Cost Rs.22.755 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 1973 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

6026 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

3555 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 12034 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

9480 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

10665 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

11850 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

304 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

932 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

268 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 43640 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

56644 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

39035 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

39035 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

1820 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

34351 % Cft

Sullage Carrier 18 3 10-i Earthwork excavation in irrigation channels, drains,

etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

13549 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 4471 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 12194 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

1924 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 10550 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

750 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

2297 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

2353 % Cft

Culvert 1.50 Span26 3 21-b 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 (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

540 %0 Cft

27 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1:6:12. 180 % Cft

28 7 4-i Pacca brick work in foundation and plinth in (1:5) 301 % Cft29 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

19 % Cft

30 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 263 % Sft31 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

198 P.Cft

32 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

606 % Kg

33 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

174 % Cft

Non Standardized Items34 Providing & fixing of sign board made of G.I pipes 1

½ “ i/d ( medium quality ) 8’ long, M.S sheet of 16SWG 4’x3’ Size welded with G.I pipe ¾ “ dia framegrouted With PCC 1:2:4 foundation (1’x1’x2’) sizei/c cost of duly panting lettering both sides i/ccarriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 144645 P.%o

Nos2 Old Brick Bats 7143 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD

BID SCHEDULEName of Work: - Rural Drainage Scheme Dhunni, Jaidkey, Chak Chatha, Dahranwali,Thatha, Kharian, Peer Koot and Bashmolajat District Hafizabad

(Construction of Surface Drain, PCC / Soling and Sullage Carrier )

Approx. Cost Rs.22.752 Million Time Limit 6-MonthsEarnest Money: 2% of Bid Amount

MRS, 2nd BI-ANNUAL (PeriodIst July, 2017 to31 st December,

2017) Description of Items Qty UnitRate to bequoted by

thecontractor

Amounts

Sr # Ch#

It. #

STANDARDIZED ITEMS.Surface Drain

1 4 13 Dismantling of brick work in cement sand or limemortar 420 % Cft

2 3 10-i Earthwork excavation in irrigation channels, drains,etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- ordinary

6756 %0 Cft

3 6 3-d Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

3986 % Cft

4 7 4-i Pacca brick work in foundation and plinth ratio 1:5. 6303 % Cft5 20 1-b Tega formed of pacca brick on end, laid in and over

cement sand mortar projecting to an height of notmore than 6” to of drain along the property side towhere require, laid to lines, grades slopes andshapes 4 ½” thick (113mm) Ratio 1:5

10630 % Rft

6 20 3-b Pacca brick on edge, laid in reimbursement, incement, sand mortar, on sides of drain and on otherwork where required all joints to be completely filledand struck flush: Ratio 1:5

11958 % Sft

7 20 6-a Constructing Punjab standard drains of cementconcrete 1:2½:5, with cement concrete beddingratio 1:6:12 complete, laid to lines, grades. Slopesand shapes, rendering exposed surface of concretewith 1:1 cement, sand mortar ¼” thick Type -I

13287 P.Rft

8 6 6-a-ii-3 Providing Laying of Reinforced cement concrete (i/csand and screened graded and washed aggregatein required shape and design i/c forms, mouldssurface complete (but excluding the cost of steelreinforcement its fabrication and placing in positionetc. (a)(ii) Reinforced cement concrete in slab ofrafts / strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in allrespects:- Type C (nominal mix 1:1½:3)

237 P.Cft

9 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

727 % KG

10 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

209 % Cft

Street Pavement 11 4 29 Dismantling brick or flagged flooring without

concrete foundation. 11078 % Sft

12 3 1-b, 17-ab

Earth work in filling in streets including excavationundressed in ordinary soil. Transportation of earthall types when the total distance, including the leadcovered 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 ¼mile (400 m) upto one mile.

53813 %0 Cft

13 6 3 f Cement concrete brick or stone ballast 1½ " to 2"(40 mm to 50 mm) gauge, in foundation and plinth:-d) Ratio 1: 7:20

44725 % Cft

14 6 5-f Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (f) Ratio 1: 2: 4

44725 % Cft

15 18 19 Providing and laying dry brick pavement/soling instreets or roads, etc. sand grounted, laid in propercamber, including preparation, watering,compaction of bed to proper camber, and sandcushion.

6916 % Cft

16 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

39358 % Cft

Sullage Carrier 18 3 10-i Earthwork excavation in irrigation channels, drains,

etc. to designed section, grades and profiles,excavated material disposed off and dressed within50 ft. (15 m) lead:- i) ordinary

6731 %0 Cft

19 6 3-d Cement concrete brick or stone ballast 1½” to 2”gauge in foundation and plinth ratio 1: 7:20 2221 % Cft

20 7 4-i Pacca brick work in foundation and plinth in (1:5) 6058 % Cft21 6 5-f Cement concrete plain including placing

compacting finishing and curing complete (includingscreening and washing of stone aggregate. Ratio1:2:4.

956 % Cft

22 11 9(b) 3/8” thick Cement plaster 1:4 upto 10’ height. 5241 % Sft23 6 6-a-ii-c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sandand screened graded and washed aggregate, inrequired shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, itsfabrication and placing in position, etc.):- '(a)(ii)Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls;etc and other structural members other than thosementioned in 5(a) (i) above not requiring form work(i.e. horizontal shuttering) complete in all respects:-

375 P.Cft

24 6 9-b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying inposition, making joints and fastenings, includingcost of binding wire and labour charges for bindingof steel reinforcement (also includes removal of rustfrom bars):- deformed bars.

1148 % Kg

25 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials likestone aggregate, spawl, kankar lime (unslaked),surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, bytruck or by any other means owned by thecontractor.

1171 % Cft

Non Standardized Items26 Providing & fixing of sign board made of G.I pipes 1

½ “ i/d ( medium quality ) 8’ long, M.S sheet of 16SWG 4’x3’ Size welded with G.I pipe ¾ “ dia framegrouted With PCC 1:2:4 foundation (1’x1’x2’) sizei/c cost of duly panting lettering both sides i/ccarriage from market to site of work up to intiresatisfaction of Engineer-in-charge

5 Each

Deduction of Old Material1 Old Brick 36064 P.%o

Nos2 Old Brick Bats 1781 % Cft

CONDITIONS:- 1. Conditional tenders / rates will not be entertained. 2. All the conditions of “Revised Contract Agreement” and conditions mentioned in the DNIT will form part of theagreement and binding upon the contractor. 3. As per Government of the Punjab, Finance Department, Notification No. RO (Tech) FD1-2/83(VI) (P) dated Lahore the6th April, 2005, in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowestbidder will have to deposit additional performance security from the Schedule Bank equal to tendered amount belowstimated cost within 15 days of issuance of notice or within expiry period of the bid, whichever is earlier.

CONTRACTOR EXECUTIVE ENGINEER,NAME & ADDRESS PUBLIC HEALTH ENGG: DIVISION________________________ HAFIZABAD