bid schedule name of work: - construction of streets...
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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