bid schedule - eproc.punjab.gov.pk

Chap # Item #

CONSTRUCTION OF SURFACE DRAIN

1 3 10 1013.55 Cft %0 Cft 5705.55 5783

2 6 3-f 93.75 Cft % Cft 10108.55 9477

3 7 4-i 281.25 Cft % Cft 22975.65 64619

4 20 3-b 750.00 Sft % Sft 10195.00 76463

5 20 6-a 500.00 Rft P-Rft 111.75 55875

6 6 6-c 23.30 Cft P-Cft 379.60 8845

7 6 9 60.82 Kgs % Kg 15929.35 9688

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

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) (i) Reinforced cement concrete in roof slab, beams,

columns lintels, girders and other structural members laid

in situ or precast laid in position, or prestressed members

cast in situ, complete in all respects:- (3) (c) Type C

(nominal mix 1:2:4)Fabrication of mild steel reinforcement for cement

concrete, including cutting, bending, laying in position,

making joints and fastenings, including cost of binding

wire and labour charges for binding of steel

reinforcement (also includes removal of rust from

bars):- Deformed bars (Grade-40)

Rate to be

Quoted by the

Contractor

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: ordinary

Cement concrete brick or stone ballast 1½ " to 2"

gauge, in foundation and plinth:- Ratio 1:7:20

Pacca brick work in foundation and plinth in cement

sand mortar Ratio (1:5).

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 1:5

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to

31.12.2021)Description of Items

Estimated

Quantity

Unit

of

Rate

Estimated

Rate

BID SCHEDULE

Name of Scheme:- WATER SUPPLY SCHEME / DRAINAGE / PCC

SLAB / ROAD / STREET / JANAZAGAH UC

UCHHALI DISTRICT KHUSHAB.

Name of Work:- Construction of Surface Drain, Construction of Sullage Carrier, Construction of PCC Slab & other

allied work.

Estimated Bid Cost:- 15.597 Million 2% of Estimated/Bid Price 0.3119 Million Time Limit 12-Months

Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

8 1 1 20.50 Cft % Cft 2066.70 424

CONSTRUCTION OF SULLAGE CARRIER SIZE 1½’ X 1½’

9 3 10 7000.00 Cft %0 Cft 5705.55 39939

10 6 3-f 1155.00 Cft % Cft 10108.55 116754

11 7 4-i 2250.00 Cft % Cft 22975.65 516952

12 6 5-f 438.00 Cft % Cft 22784.80 99797

13 11 8-b 5000.00 Sft % Sft 2196.45 109823

14 6 6-c 75.00 Cft P-Cft 379.60 28470

15 6 9 195.79 Kgs % Kg 15929.35 31188

16 1 1 451.44 Cft % Cft 2066.70 9330

CONSTRUCTION OF PCC SLAB

17 317 a-b-

c20208.00 Cft %0 Cft 7003.00 141517

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. Lead upto

55 KM from Katha quarry.

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.)



Pacca brick work in foundation and plinth in cement,

sand mortar:- Ratio 1:5.

Cement concrete plain including placing, compacting,

finishing and curing complete (including screening and

washing of stone aggregate) 1:2:4.

Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13

mm) thick












(nominal mix 1:2:4)

Fabrication of mild steel reinforcement for cement





bars):- (b) deformed bars









ft. (15 m) lead:- ordinary

Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

18 3 24 c 20208.00 Cft %0 Cft 1066.05 21543

19 10 3 11114.40 Cft % Cft 4555.25 506289

20 6 5 f 11114.40 Cft % Cft 22784.80 2532394

21 1 1 9780.67 Cft % Cft 2066.70 202137

Chap # Item #

MINI TUBE WELL (300' DEEP) 06-Nos

1200.00 Rft P-Rft 492.88 591456

600.00 Rft P-Rft 492.88 295728

2 23 13 6.00 No Each 120.85 725

3 23 12 156.00 Rft P-Rft 298.50 46566

4 23 16 1656.00 Rft P-Rft 476.10 788422

5 23 18 170.22 Cft P-Cft 93.55 15924

6 23 8 12.00 Set P-Set 170.70 2048

7 23 17 72.00 Hrs P-Hrs 1399.15 100739

BID SCHEDULE

Providing and installing P.V.C. strainer B.S.S. Class `D'

in tubewell bore hole, including sockets and solvent,

etc complete:- 4" i/d (100 mm)

Providing and installing P.V.C. blind pipe, B.S.S. Class

`D', in tubewell bore hole, including sockets and

solvents and jointing with strainer, etc. complete. 4"

i/d (100 mm)

Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3

mm), around tubewell in bore hole.

Furnishing of water sample form bore hole.

Testing and developing of tubewell of size 6" (150

mm) i/d and above continuously. upto 1.5 cs.

Discharge

1 23 6

Boring for tubewell in shingle, gravel and rock,

including sinking and withdrawing of casing pipe:-

from ground level to 200 ft. (60 m) below ground level

12" to 18" (300 to 450 mm) i/d 6"i/d

Exceeding 200 ft. (60 m) depth below ground level:-

12"i/d to 18"i/d 6"i/d

Providing and installing P.V.C. Bail/End plug, in

tubewell bore hole:- B.S.S. Class `D' 4" i/d (100 mm)

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate


SLAB / ROAD / STREET / JANAZAGAH UC ANGA

DISTRICT KHUSHAB.

Name of Work:- Mini Tube Well, Construction of Surface Drain, Construction of Sullage Carrier, Construction of

Solong, Construction of PCC Slab & other allied work.

Estimated Bid Cost:- 15.597 Million 2% of Estimated/Bid Price






0.3119 Million Time Limit 12-Months

Rate to be

Quoted by the

Contractor

Compaction of earthwork (soft, ordinary or hard soil)

Ramming earthwork (all types of soil)

Providing, laying, watering and ramming brick ballast

1½" to 2"(40 mm to 50 mm) gauge mixed with 25%

sand, for floor foundation, complete in all respects.




Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

8 3 7 4800.00 Cft %o Cft 14491.05 69557


9 3 10 1013.55 Cft %0 Cft 5705.55 5783

10 6 3-f 93.75 Cft % Cft 10108.55 9477

11 7 4-i 281.25 Cft % Cft 22975.65 64619

12 20 3-b 750.00 Sft % Sft 10195.00 76463

13 20 6-a 500.00 Rft P-Rft 111.75 55875

14 6 6-c 46.60 Cft P-Cft 379.60 17689

15 6 9 121.65 Kgs % Kg 15929.35 19378

16 1 1 41.01 Cft % Cft 1186.20 486









































Earthwork excavation in open cutting upto 5'-0" (1.5

m) depth for storm water channels, drains, sullage

drains in open areas, roads, streets, lanes, including

under pinning of walls and shoring to protect existing

works, shuttering and timbering the trenches, dressed

to designed level and dimensions, trimming, removal

of surface water from trenches, back filling and surplus

excavated material disposed of and dressed within 50

ft. (15 m) lead:- gravel & shingle

Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate


17 3 10 7000.00 Cft %0 Cft 5705.55 39939

18 6 3-f 1155.00 Cft % Cft 10108.55 116754

19 7 4-i 2250.00 Cft % Cft 22975.65 516952

20 6 5-f 438.00 Cft % Cft 22784.80 99797

21 11 8-b 5000.00 Sft % Sft 2196.45 109823

22 6 6-c 90.00 Cft P-Cft 379.60 34164

23 6 9 234.95 Kgs % Kg 15929.35 37426

24 1 1 464.64 Cft % Cft 1186.20 5512

CONSTRUCTION OF SOLING

25 317 a-b-

c3000.00 Cft %0 Cft 7003.00 21009

26 3 18-b 3000.00 Cft %0 Cft 450.65 1352

27 18 19 1825.00 Cft % Cft 19982.45 364680






(1.6 Km.)

Dressing and levelling of earhtwork to designed

section, etc. complete:- Ordinary or hard soil.

Providing and laying dry brick pavement/soling in

streets or roads, etc. sand grounted, laid in proper

camber, including preparation, watering, compaction

of bed to proper camber, and sand cushion.







mm) thick












(nominal mix 1:2:4)


















Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate


28 317 a-b-

c10008.00 Cft %0 Cft 7003.00 70086

29 3 24 c 10008.00 Cft %0 Cft 1066.05 10669

30 10 3 3854.40 Cft % Cft 4555.25 175578

31 6 5 f 3854.40 Cft % Cft 22784.80 878217

32 1 1 3391.87 Cft % Cft 1186.20 40234

NON STANDARDIZE ITEMSMINI TUBE WELL (300' DEEP) 06-Nos

33 N.S.R - 6.00 No Each 4000.00 24000

34 N.S.R - 12.00 Set P-Set 5000.00 60000

35 6.00 Set P-Set 115000.00 690000

Chap # Item #

TUFF PAVERS

1 317 a-b-

c1200.00 Cft %0 Cft 7003.00 8404

Rate to be

Quoted by the

Contractor

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.)

Sr.

No

MRS, 1st BI - Annual

- 2021 District

Khushab Description of Items Estimated

Quantity

Unit

of

Rate

Estimated

Rate

Name of Work:- Tuff Pavers, Construction of Surface Drain, Construction of Sullage Carrier, Construction of PCC

Slab & other allied work.


Providing and fixing suspension clamp for 4"i/d pipe made of M.S flat

iron 2" x 3/8" size and 1.5' long with 18" x 18" x 12" PCC block 4-No

5/8"i/d nuts & bolts.

Testing charges of water sample incuding carriage etc from PHED Lab

Khushab

Providing and installing of submersible pumps of 500-Gallons per

hour discharge against 275-ft head coupled with 01-BHP electric

motor (local made) as per site requirement including cost of high

density polyethylene riser pipe 325-ft, (1½”i/d) and all other allied

works such as where required at site including cost of plastic cover

clamps, cable conductor, steel rope PVC coated including cost of main

switch starter, ASD star delta, starter DOL 01-BHP including all

accessories and electric connection from nearest meter to motor etc

to the entire satisfaction of engineer in-charge complete in all respect

(Local made)

BID SCHEDULE Name of Scheme:- WATER SUPPLY SCHEME / DRAINAGE / PCC


NAUSHEHRA DISTRICT KHUSHAB.

Compaction of earthwork (soft, ordinary or hard soil) Ramming

earthwork (all types of soil)

Providing, laying, watering and ramming brick ballast 1½" to 2"(40 mm

to 50 mm) gauge mixed with 25% sand, for floor foundation, complete

in all respects.

Cement concrete plain including placing, compacting, finishing and

curing complete (including screening and washing of stone aggregate)

1:2:4.

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. Lead

upto 15 KM from Katha quarry.






(1.6 Km.)

Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

2 3 24 c 1200.00 Cft %0 Cft 1066.05 1279

3 10 3 500.00 Cft % Cft 4555.25 22776

4 10 43 2000.00 Sft P-Sft 130.40 260800


5 3 10 1013.55 Cft %0 Cft 5705.55 5783

6 6 3-f 93.75 Cft % Cft 10108.55 9477

7 7 4-i 281.25 Cft % Cft 22975.65 64619

8 20 3-b 750.00 Sft % Sft 10195.00 76463

9 20 6-a 500.00 Rft P-Rft 111.75 55875

10 6 6-c 58.25 Cft P-Cft 379.60 22112

11 6 9 152.06 Kgs % Kg 15929.35 24222









































Providing and laying Tuff pavers, having 7000PSI,

crushing strength of approved manufacturer, over 2"

to 3" sand cushion i/c grouting with sand injoints i/c

finishing to requires lope. Complete in all respect.

(50% Grey / 50% Coloured) 80-mm thick

Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

12 1 1 51.26 Cft % Cft 1479.70 758


13 3 10 3500.00 Cft %0 Cft 5705.55 19969

14 6 3-f 577.50 Cft % Cft 10108.55 58377

15 7 4-i 1125.00 Cft % Cft 22975.65 258476

16 6 5-f 219.00 Cft % Cft 22784.80 49899

17 11 8-b 2500.00 Sft % Sft 2196.45 54911

18 6 6-c 30.00 Cft P-Cft 379.60 11388

19 6 9 78.32 Kgs % Kg 15929.35 12476

20 1 1 219.12 Cft % Cft 1479.70 3242


21 317 a-b-

c23748.00 Cft %0 Cft 7003.00 166307






(1.6 Km.)







mm) thick












(nominal mix 1:2:4)























Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

22 3 24 c 23748.00 Cft %0 Cft 1066.05 25317

23 10 3 13061.40 Cft % Cft 4555.25 594979

24 6 5 f 13061.40 Cft % Cft 22784.80 2976014

25 1 1 11494.03 Cft % Cft 1479.70 170077

4587304

Chap # Item #

MINI TUBE WELL (300' DEEP) 06-Nos

1200.00 Rft P-Rft 492.88 591456

600.00 Rft P-Rft 492.88 295728

2 23 13 6.00 No Each 120.85 725

3 23 12 156.00 Rft P-Rft 298.50 46566

4 23 16 1656.00 Rft P-Rft 476.10 788422

5 23 18 170.22 Cft P-Cft 93.55 15924

6 23 8 12.00 Set P-Set 170.70 2048

7 23 17 72.00 Hrs P-Hrs 1399.15 100739

Providing and installing P.V.C. Bail/End plug, in

tubewell bore hole:- B.S.S. Class `D' 4" i/d (100 mm)

Providing and installing P.V.C. strainer B.S.S. Class `D'

in tubewell bore hole, including sockets and solvent,

etc complete:- 4" i/d (100 mm)

Providing and installing P.V.C. blind pipe, B.S.S. Class

`D', in tubewell bore hole, including sockets and

solvents and jointing with strainer, etc. complete. 4"

i/d (100 mm)

Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3

mm), around tubewell in bore hole.

Furnishing of water sample form bore hole.

Testing and developing of tubewell of size 6" (150

mm) i/d and above continuously. upto 1.5 cs.

Discharge

Rate to be

Quoted by the

Contractor

1 23 6

Boring for tubewell in shingle, gravel and rock,

including sinking and withdrawing of casing pipe:-

from ground level to 200 ft. (60 m) below ground level

12" to 18" (300 to 450 mm) i/d 6"i/d

Exceeding 200 ft. (60 m) depth below ground level:-

12"i/d to 18"i/d 6"i/d

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

BID SCHEDULE



GUNJIAL SHUMALI DISTRICT KHUSHAB.

Name of Work:- Mini Tube Well, Construction of Surface Drain, Construction of Sullage Carrier, Construction of

Solong, Construction of PCC Slab & other allied work.















Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate

8 3 7 4800.00 Cft %o Cft 14491.05 69557


9 3 10 1013.55 Cft %0 Cft 5705.55 5783

10 6 3-f 93.75 Cft % Cft 10108.55 9477

11 7 4-i 281.25 Cft % Cft 22975.65 64619

12 20 3-b 750.00 Sft % Sft 10195.00 76463

13 20 6-a 500.00 Rft P-Rft 111.75 55875

14 6 6-c 46.60 Cft P-Cft 379.60 17689

15 6 9 121.65 Kgs % Kg 15929.35 19378

16 1 1 41.01 Cft % Cft 1186.20 486





























Earthwork excavation in open cutting upto 5'-0" (1.5

m) depth for storm water channels, drains, sullage

drains in open areas, roads, streets, lanes, including

under pinning of walls and shoring to protect existing

works, shuttering and timbering the trenches, dressed

to designed level and dimensions, trimming, removal

of surface water from trenches, back filling and surplus

excavated material disposed of and dressed within 50

ft. (15 m) lead:- gravel & shingle













Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate


17 3 10 7000.00 Cft %0 Cft 5705.55 39939

18 6 3-f 1155.00 Cft % Cft 10108.55 116754

19 7 4-i 2250.00 Cft % Cft 22975.65 516952

20 6 5-f 438.00 Cft % Cft 22784.80 99797

21 11 8-b 5000.00 Sft % Sft 2196.45 109823

22 6 6-c 90.00 Cft P-Cft 379.60 34164

23 6 9 234.95 Kgs % Kg 15929.35 37426

24 1 1 464.64 Cft % Cft 1186.20 5512

CONSTRUCTION OF SOLING

25 317 a-b-

c3000.00 Cft %0 Cft 7003.00 21009

26 3 18-b 3000.00 Cft %0 Cft 450.65 1352

27 18 19 1825.00 Cft % Cft 19982.45 364680











(1.6 Km.)

Dressing and levelling of earhtwork to designed

section, etc. complete:- Ordinary or hard soil.

Providing and laying dry brick pavement/soling in

streets or roads, etc. sand grounted, laid in proper

camber, including preparation, watering, compaction

of bed to proper camber, and sand cushion.









mm) thick












(nominal mix 1:2:4)











Chap # Item #

Rate to be

Quoted by the

Contractor

Sr.

No

MRS, 2nd BI-

ANNUAL-2021

(01.07.2021 to


Estimated

Quantity

Unit

of

Rate

Estimated

Rate


28 317 a-b-

c10008.00 Cft %0 Cft 7003.00 70086

29 3 24 c 10008.00 Cft %0 Cft 1066.05 10669

30 10 3 3854.40 Cft % Cft 4555.25 175578

31 6 5 f 3854.40 Cft % Cft 22784.80 878217

32 1 1 3391.87 Cft % Cft 1186.20 40234

NON STANDARDIZE ITEMSMINI TUBE WELL (300' DEEP) 06-Nos

33 N.S.R - 6.00 No Each 4000.00 24000

34 N.S.R - 12.00 Set P-Set 5000.00 60000

35 6.00 Set P-Set 115000.00 690000

11009696

Providing and fixing suspension clamp for 4"i/d pipe

made of M.S flat iron 2" x 3/8" size and 1.5' long with

18" x 18" x 12" PCC block 4-No 5/8"i/d nuts & bolts.

Testing charges of water sample incuding carriage etc

from PHED Lab Khushab

Providing and installing of submersible pumps of 500-

Gallons per hour discharge against 275-ft head

coupled with 01-BHP electric motor (local made) as

per site requirement including cost of high density

polyethylene riser pipe 325-ft, (1½”i/d) and all other

allied works such as where required at site including

cost of plastic cover clamps, cable conductor, steel

rope PVC coated including cost of main switch starter,

ASD star delta, starter DOL 01-BHP including all






(1.6 Km.)














Khushab Khushab

Contractor Divisional Head Draftsman Executive Engineer

Public Health Engineering Division Public Health Engineering Division

bid schedule - eproc.punjab.gov.pk

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