BID SCHEDULE Name of Scheme CONSTRUCTION OF PCC SLAB

Rs.91.747/- Million

Rs.2752410/-

2-Year

Ch No Item No.

PCC SLAB

1 4 29Dismantling brick or flagged flooring without concrete

foundation.73970.00 Sft %Sft 650.75

2 31b+17(a)+17

bX12+24 b

Earthwork excavation undressed lead upto a single throw of

Kassi, phaorah or shovel:- b)In ordinary soil. Transportation of

earth all types when the total distance, including the lead

covered in the item of work, is more than 1000 ft. (300 m)

a)upto ¼ mile (400 m).b)for every 330 ft. (100 m) additional lead

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

Compaction of earthwork (soft, ordinary or hard soil) :-

b)Compaction by rolling with animal driven roller/hand rammed:

ii) ordinary soil

196305.4 Cft %o Cft 8711.20

3 18 3

Providing and laying sub-base course of stone product of

approved quality and grade, including placing, mixing, spreading

and compaction of sub-base material to required depth,

camber, grade to achieve 100% maximum modified AASHO dry

density, including carriage of all material to site of work except

gravel and. aggregate.ii)Crushed stone aggregate( Rate

Adjusted to 75% Compaction)

201911.16 Cft % cft 4019.63

4 6 5 f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate): (f) Ratio 1: 2: 4

163953.00 Cft % Cft 25014.00

5 1 1

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

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

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

owned by the contractor. Upto Musa Khel

386572.03 Cft % cft 1621.85

Surface Drain

1 3 10 i

Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:- i)ordinary18684.85 Cft %o Cft 6151.20

2 6 3-dCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50

mm) gauge, in foundation and plinth:- (d) Ratio 1: 6:1212028.88 Cft % Cft 12390.30

3 7 4 iPacca brick work in foundation and plinth in:- i)Cement, sand

mortar:- Ratio 1:512028.88 Cft % cft 21733.85

4 20 3 b

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

mortar, on sides of drains and on other works where required.

All joints to be completely filled and struck flush:- b) ratio 1:548115.50 Sft % Sft 9837.60

5 20 6a.

Constructing Punjab Standard Drains. of cement concrete 1:2 ½

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

lines, grades, slopes and shapes, rendering exposed surface of

concrete with 1:1 cement, sand mortar, ¼" (6 mm) thick, as per

Engineer's drawing (excluding excavation):- a) Type I

32077.00 Rft P Rft 122.45

Sullage Carrier(1.50X2.00)

1 3 10 i




BID SCHEDULE

Standardized items

CONSTRUCTION OF PCC SLAB ,SEWERAGE/DRAINAGE SCHEME CHAKRALA Name of Scheme

Name of Work

Estimated Cost

(PCC Slab ,Surface Drain, Sullage carrier , & Tuff Tile With Other Allied Works)

E/Money

Time Limit

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor

RateDescription of Items

(1st Annual,

1st July 2021 to

31st Dec 2021)

Page 1

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)


mm) gauge, in foundation and plinth:- (d) Ratio 1: 6:12 7671.25 Cft % Cft 12390.30



4 6 5 f




2030.63 Cft % Cft 25014.00

5 1 1





1786.95 Cft % cft 1621.85

6 11 18Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:-

a)ratio 1:2 12635 Sft %Sft 2515.45


1 3 10 i



disposed off and dressed within 50 ft. (15 m) lead:- i)ordinary26250 Cft %o Cft 6151.20





4 6 5 f




4838.75 Cft % Cft 25014.00

5 1 1





4258.10 Cft % cft 1621.85

6 11 18Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:-

a)ratio 1:222750 Sft %Sft 2515.45

Tuff Tile

1 18 3








18160.00 Cft % cft 4019.63

2 3 43 b

ProvidingandlayingTuffpavers,having7000PSI,crushingstrength

ofapprovedmanufacturer,over2"to3"sandcushioni/cgroutingwiths

and in joints i/c finishing to require slope . complete in all

respect.(50% Grey / 50% Coloured)b)60-mm thick

55030 Sft P-Sft 110.85

3 1 1




owned by the contractor. Upto Kala Bagh

21791.88 Cft % cft 1621.85

Total

DEDUCTION OF OLD MATERIAL

1 Old brick 226171 No. %o No.

2 Old brick bats 10770.03 Cft % Cft

Total

G. Total

Page 2

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

1

2

3

4

5

6

7

Rs.91.743/- Million

Rs.2752290/-

2-Year

Ch No Item No.

PCC SLAB



2 4 19 c c)Dismantling cement concrete 1:2:4 plain. 37224.00 Cft %Cft 8421.60

3 4 19 d d)Dismantling cement concrete with brick aggregate. 37224.00 Cft %Cft 2296.80

4 31b+17(a)+17

bX12+24 b









ii) ordinary soil

86648 Cft %o Cft 8711.20

Unit Rate

Rate to be

quoted by

the

contractor

Sr.

#

(1st Annual,

1st July 2021 to

31st Dec 2021) Description of Items Quantity

Estimated Cost

E/Money

Time Limit

Standardized items

BID SCHEDULE

Name of Scheme CONSTRUCTION OF PCC SLAB ,SEWERAGE/DRAINAGE SCHEME PAI KHEL

Name of Work (PCC Slab ,Surface Drain, Sullage carrier , & Rcc Sewer Pipe line Tuff Tile With Other Allied Works)

Mianwali Mianwali

Divisional Head Draftsman Executive Engineer

Public Health Engg: Division Public Health Engg: Division

CONDITIONS

Conditional tenders/rates will not be entertained.

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

approval by the competent au thority.

The Engineer in charge shall power to make any alteration in omission from addition in omission from addition to or

substituted for the original scope of work & specification, drawing, design & instruction that may appera to him to be

necessary or advisable during the progress of work.

Any omission of the completion /error there in,for interpretation will be referred to standardized rates posted at website

by finance department during Bi Annual (2nd Annual, 1st July 2021 to 31st Dec 2021) for District Mianwali and

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

All the conditions of "Revised Contract Agreement"and conditions mentioned in the DNIT will form part of the

agreement and binding upon the contractor.

In case of rates qouted less than estimate rates, deposit at call for amount equivelant to a difference of cost between

the BID amount and the estimate amount, from any scheduled Bank shall be provided by the contractor as performance

guarantee.

Construction schedule towards completion of work should be provided by the contractor within 1-week of the issuance

of Accaptance letter.

Page 3

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

5 18 3








158575.56 Cft % cft 4019.63

6 6 5 f




141045.63 Cft % Cft 25014.00

7 3 43 b

ProvidingandlayingTuffpavers,having7000PSI,crushingstrength

ofapprovedmanufacturer,over2"to3"sandcushioni/cgroutingwiths

and in joints i/c finishing to require slope . complete in all

respect.(50% Grey / 50% Coloured)b)60-mm thick

53121 Sft P-Sft 110.85

8 1 1





314410.82 Cft % cft 1439.15

Surface Drain

1 3 10 i








4 20 3 b




5 20 1 b

Tega formed of pacca bricks on end, laid in and over cement

sand mortar projecting to a height of not more than 6" (150 mm)

top of drain along the property side where required, laid to lines,

grades, slopes and shape according to the Engineer's drawing:-

B) 4½" thick (113 mm) ii) ratio 1:5

10000.00 Sft % Sft 6876.70

6 20 6a.






33511.00 Rft P Rft 122.45

7 6 3(a)(ii)

Providing and laying reinforced cement concrete (including

prestressed concrete), using coarse sand and screened graded and

washed aggregate, in required shape and design, including forms,

moulds, shuttering, lifting, compacting, curing, rendering and finishing

exposed surface, complete (but excluding the cost of steel

reinforcement, its fabrication and placing in position, etc.):- (a)(ii)

Reinforced cement concrete in slab of rafts / strip foundation, base

slab of column and retaining walls; etc and other structural members

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

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

(nominal mix 1: 2: 4)

222.98 Cft P Cft 302.95

8 6 9 b

Fabrication of mild steel reinforcement for cement concrete,

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

fastenings, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removal of rust

from bars):- (b) Deformed bars (Grade-40)

506.17 Kg % Kg 19988.70

Page 4

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

9 1 1





196.22 Cft % cft 1439.15


1 3 10 i



disposed off and dressed within 50 ft. (15 m) lead:- i)ordinary69426 Cft %o Cft 6151.20





4 6 5 f




10996.83 Cft % Cft 25014.00

5 11 8 (b)Cement plaster (1:3) upto 20 ft. (6.00 m) height :- (b) 1/2" (13 mm)

thick.65772 Sft %Sft 2406.70

6 6 3(a)(ii)


prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

and finishing exposed surface, complete (but excluding the cost

of steel reinforcement, its fabrication and placing in position,

etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / strip

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

other structural members other than those mentioned in 5(a) (i)

above not requiring form work (i.e. horizental shuttering)

complete in all respects:-(3) Type C (nominal mix 1: 2: 4)

262.50 Cft P Cft 302.95

7 6 9 b






595.88 Kg % Kg 19988.70

8 1 1





9930.65 Cft % cft 1439.15

1 RCC PIPE SEWER

1 4 45 Dismantling and removing road metalling. 612.00 Cft %Cft 1531.20

2 3 42

Earthwork excavation in open cutting for sewers and manholes as

shown in drawings including shuttering timbering, dressing to correct

section and dimensions according to templates and levels, and

removing surface water, in all types of soil except shingle, gravel and

rock:-

A) 0'-7' depth:- 7184.63 Cft %0 Cft 6683.30B) 7'-15' depth:- 2052.75 Cft %0 Cft 11245.20

3 21 3

Providing and laying R.C.C. pipe sewers, moulded with cement

concrete 1:1½:3 conforming to ASTM Specification C-76-79,

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

work, lowering in trenches to correct alignment and grade,

jointing with rubber ring cutting pipes where necessary, testing,

etc., complete.

24"i/d 250.00 Rft P Rft 1305.70

4 3 13-a.Re-handling of earth work lead up to single throw of kassi. Lead

upto a single throw of Kassi, phaorah or shovel 7390 Cft %0 Cft 1914.00

CONST: OF MANHOLE CHAMBER

i 5'DIA FOR DEPTH 9' FOR 24"i/d SEWER PIPE (02-Nos) 2

Page 5

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering timbering, dressing to

correct section and dimensions according to templates and

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

shingle, gravel and rock:-


2 6 2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm)

gauge.67.20 Cft % Cft 4323.00


mm) gauge, in foundation and plinth:-Ratio 1: 6:1271.64 Cft % Cft 12390.30

4 7 7-h)Pacca brick work other than building upto 10ft. (3 m) height.

Ratio 1;3196.44 Cft % Cft 23948.40

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

circular masonry. 196.44 Cft % Cft 2060.90

6 6 5



aggregate): ration 1:2:4.68.54 Cft % Cft 25014.00

7 21 9Extra for making and finishing benching floor work in manhole

chamber, with 1/8" (3 mm) thick cement finish39.28 Sft %Sft 2052.90

8 21 13

Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.10 No Each 396.65

9 11 8 bCement plaster 1:3 upto 20' (6.00 m) height:- ½" (13 mm) thick

out side of dome294.92 Sft %Sft 2406.70

10 21 15-A

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

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

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

complete in all respect.

2 No Each 11442.75

11 1 1





60.32 Cft % cft 1439.15

iCONSTRUCTION OF GULLY GRATING CHAMBER FOR

12"x12" (7-Nos)7

1 21 7 (b)Constructing gully grating chamber, 12"x12", ( 300x300 mm)

complete in all respects:concrete Gully trap. 7 No Each 3405.55

1 3 44

Excavation of trenches in all kinds of soil, except cutting rock, for

watersupply pipelines upto 5 ft. (1.5 m) depth from ground level,

including trimming, dressing sides, leveling the beds of trenches to

correct grade and cutting pits for joints, etc. complete in all respects.

643.16 Cft %0Cft 5755.20

3 7 30 Supplying and filling sand under floor, or plugging in wells. 105.56 Cft % Cft 1999.00

4 21 1


concrete 1:1½:3 conforming to ASTM Specification C-76-79, Class II.

Wall B, including carriage of pipe from factory to site of work, lowering

in trenches to correct alignment and grade, jointing with rubber ring

cutting pipes where necessary, testing, etc., complete.

6"i/d 84 Rft P Rft 220.95



Non Standardized Items

RCC PIPE SEWER

1

Supply and placing filling crushed stone aggregate 1/4" to 1" size(from

aproved Govt quary) for beding material under and around RCC

sewer pipe up to half of pipe in trenches at required depth below

ground level as per drawing grade & alignment complete in all

respect to the satisfaction of the Engineer-in-charge

1341.69 Cft P Cft

Page 6

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

Total


1 Old brick 398007.79 No. %o No.


Total

G. Total

1

2

3

4

5

6

7

Rs.91.743/- Million

Rs.2752290/-

2-Year

Ch No Item No.

1 RCC PIPE SEWER

1 4 45 Dismantling and removing road metalling. 502.00 Cft %Cft 1531.20

Unit Rate

Rate to be

quoted by

the

contractor

Sr.

#

(1st Annual,

1st July 2021 to

31st Dec 2021) Description of Items Quantity

Estimated Cost

E/Money

Time Limit

Standardized items

BID SCHEDULE

Name of Scheme CONSTRUCTION OF PCC SLAB ,SEWERAGE/DRAINAGE SCHEME SWANCE

Name of Work (Rcc Sewer Pipe line PCC Slab ,Surface Drain, & Sullage carrier , With Other Allied Works)


Mianwali Mianwali



guarantee.















CONDITIONS

Page 7

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

2 3 42

Earthwork excavation in open cutting for sewers and manholes as

shown in drawings including shuttering timbering, dressing to correct

section and dimensions according to templates and levels, and

removing surface water, in all types of soil except shingle, gravel and

rock:-


3 21 3


concrete 1:1½:3 conforming to ASTM Specification C-76-79,

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

work, lowering in trenches to correct alignment and grade,

jointing with rubber ring cutting pipes where necessary, testing,

etc., complete.

24"i/d 220.00 Rft P Rft 1305.70



CONST: OF MANHOLE CHAMBER

i 5'DIA FOR DEPTH 9' FOR 24"i/d SEWER PIPE (02-Nos) 2

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering timbering, dressing to

correct section and dimensions according to templates and

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

shingle, gravel and rock:-


2 6 2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm)

gauge.67.20 Cft % Cft 4323.00


mm) gauge, in foundation and plinth:-Ratio 1: 6:1271.64 Cft % Cft 12390.30

4 7 7-h)Pacca brick work other than building upto 10ft. (3 m) height.

Ratio 1;3196.44 Cft % Cft 23948.40

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

circular masonry. 196.44 Cft % Cft 2060.90

6 6 5



aggregate): ration 1:2:4.68.54 Cft % Cft 25014.00

7 21 9Extra for making and finishing benching floor work in manhole

chamber, with 1/8" (3 mm) thick cement finish39.26 Sft %Sft 2052.90

8 21 13

Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.10 No Each 396.65

9 11 8 bCement plaster 1:3 upto 20' (6.00 m) height:- ½" (13 mm) thick

out side of dome294.92 Sft %Sft 2406.70

10 21 15-A

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

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

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

complete in all respect.

2 No Each 11442.75

11 1 1





60.32 Cft % cft 1621.85

iCONSTRUCTION OF GULLY GRATING CHAMBER FOR

12"x12" (3-Nos)3

1 21 7 (b)Constructing gully grating chamber, 12"x12", ( 300x300 mm)

complete in all respects:concrete Gully trap. 3 No Each 3405.55

Page 8

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

2 3 44

Excavation of trenches in all kinds of soil, except cutting rock, for

watersupply pipelines upto 5 ft. (1.5 m) depth from ground level,

including trimming, dressing sides, leveling the beds of trenches to

correct grade and cutting pits for joints, etc. complete in all respects.

275.64 Cft %0Cft 5755.20

3 7 30 Supplying and filling sand under floor, or plugging in wells. 45.24 Cft % Cft 1999.00

4 21 1


concrete 1:1½:3 conforming to ASTM Specification C-76-79, Class II.

Wall B, including carriage of pipe from factory to site of work, lowering

in trenches to correct alignment and grade, jointing with rubber ring

cutting pipes where necessary, testing, etc., complete.

6"i/d 36 Rft P Rft 220.95



PCC SLAB



2 31b+17(a)+17

bX12+24 b









ii) ordinary soil

307068.74 Cft %o Cft 8711.20

3 18 3








259521.57 Cft % cft 4019.63

4 6 5 f




204727.00 Cft % Cft 25014.00

5 1 1





491585.64 Cft % cft 1621.85

Surface Drain

1 3 10 i








4 20 3 b




5 20 6a.






17350.00 Rft P Rft 122.45


Page 9

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

1 3 10 i








4 6 5 f




5305.00 Cft % Cft 25014.00

5 11 8 (b)Cement plaster (1:3) upto 20 ft. (6.00 m) height :- (b) 1/2" (13 mm)

thick.34785 Sft %Sft 2406.70

6 6 3(a)(ii)


prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

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

and finishing exposed surface, complete (but excluding the cost

of steel reinforcement, its fabrication and placing in position,

etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / strip

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

other structural members other than those mentioned in 5(a) (i)

above not requiring form work (i.e. horizental shuttering)

complete in all respects:-(3) Type C (nominal mix 1: 2: 4)

73.50 Cft P Cft 302.95

7 6 9 b






166.82 Kg % Kg 19988.70

8 1 1





4733.08 Cft % cft 1621.85

Non Standardized Items

RCC PIPE SEWER

1

Supply and placing filling crushed stone aggregate 1/4" to 1" size(from

aproved Govt quary) for beding material under and around RCC

sewer pipe up to half of pipe in trenches at required depth below

ground level as per drawing grade & alignment complete in all

respect to the satisfaction of the Engineer-in-charge

1176.39 Cft P Cft

Total


1 Old brick 143463 No. %o No.


Total

G. Total

1

2

3







CONDITIONS

Page 10

Ch No Item No.

Sr.

#Quantity Unit

Rate to be

quoted by

the

contractor


(1st Annual,

1st July 2021 to

31st Dec 2021)

4

5

6

7


Mianwali Mianwali



guarantee.









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Documents

BID SCHEDULE Name of Scheme CONSTRUCTION OF PCC SLAB