areas of uc-34 bid schedule - punjabeproc.punjab.gov.pk/biddingdocuments/81136_101 dnit.pdf ·...

AREAS OF UC-34

Rs. 9.260 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

Earth work excavation in open cutting for sewer and manholes

as shown in drawing i/c 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 complete in all respect

0' to 7' depth 1992.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for 6'' i/d sewer 309.83 % Cft 1742.00

Providing laying RCC pipe sewers moulded with cement

concrete 1:1 ½ :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 rubberring cutting pipes where necessary,

testing etc. complete.

12 i/d 138.00 P.Rft 411.75

4 3 13a

Rehandling of earth work lead up to a single through of Khassi,

Phorah or Shovel compaction of earth(soft, ordinary of hard

soil) mixising, moistening, earth to optimum moisture content

in layer of compaction etc

1593.80 %0Cft 2153.70

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia

SEWER 3.00 Nos






’ to ’- ” depth 817.86 %0Cft 5118.60

2 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge66.27 %Cft 3894.00

3 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete66.71 %Cft 10672.65

4 7 7iPacc brick work other than building upto 10ft height in cement

sand mortor Ratio 1:3118.02 %Cft 20797.25

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

circular masonry.118.02 %Cft 1572.85

6 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate) Ratio 1:2:4

48.54 %Cft 21879.00

3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF SEWERAGE, DRAIN, PCC / RCC IN AREAS OF UC-34 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual

Period (1st July 2017

to 31st December

2017)

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

of 4

AREAS OF UC-34

7 1 1

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

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

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

means owned by the contractor. Carriage for Bajri quiry

sargodha (Sikhan Wali) to site of work (Analysis Attached) 170

km

42.72 %Cft 3953.70

8 21 9Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.37.71 % Cft 1564.25

9 21 15a

Providing and fixing ” thick R.C.C manhole cover with tee

shaped C.I. frame of ” i/d (frame et weighting 37.324 Kg. Or

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

complete in all respect.

3.00 Each 7102.65

10 21 13

Providing and fixing 1 ¼:x1 ¼”x / ” (31x31x5 mm) angle iron

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

3.00 Each 242.20

11 11 7b½” thick cement plaster 1:2 cement sand morter upto 20'

height189.15 %Sft 2078.30

GULLY GRATING (12" X 12") 3.00 Nos

1 3 42

Earthwork excavation in open cutting for sewers and manholes

as shown in drawings including shuttering and timbering,

dressing to correct section and dimensions according to

templates and levels, and removing surface water, in all types

of soil except shingle, gravel and rock:-0-7' depth

236.25 %0Cft 5118.60


3 21 1

P/L RCC sewer pipe moulded with cement concrete in 1:1½:3

C.C. confirming to ASTM specifications C76-79 Class-II wall”B”

complete in all respects. 6" i/d

36.00 P.Rft 132.15

4 313(a),2

4a


Phorah or Shoval compaction of earth(soft, ordinary of hard


in layer of compaction etc complete.

189.00 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 3.00 Each 2931.85

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:-

152.55 %0 Cft 4667.50

2 6 3 (d)

Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)

90.00 % Cft 10672.65

3 20 1(b)(ii)

Tega formed of Pacca brick on end, laid in and over cement

sand mortar projecting to a height of not more then 6"

(150mm)top of drain along the property side where required,

laid to lines, grades, slopes, and shape according to the

engineer's drawing, 4-1/2" thick, ratio 1:5

240.00 % Rft 5839.40

4 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:5142.50 % Cft 18974.90

of 4

AREAS OF UC-34

5 20 3(b)

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

sand mortar, on side of drains and on other works where

required All joints to be completely filled and struck flush ratio

1:5

270.00 % Sft 8351.45

6 20 6(a)

Construction of Punjab standard drains of cement concrete 1:2

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

to the lines, grades, slopes and shapes,rendering exposed

surface of concrete with 1:1 cement sand mortor 1/4" (6mm)

thick, as per engineer drawings (excluding excavation ) Type I

300.00 P. Rft 102.95

7 6 6aii

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 raft / strip foundation base salb of column and retaining

wall etc and other structure member other than those

mentioned in 5 (a)(1) above not requiring for work (i.e)

horizental shuttering), complete in all respects:- type C

nominal mix 1:2:4

61.51 P.Cft 252.80

8 1 1


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. Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) (170Km)

54.13 %Cft 3953.70

9 6 9b

Fabrication of mild steel reinforcement for Cement concrete,

i/c cutting, bending, laying in position making joints and

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement (also includes removel of rust

from bars.(Deformed bars) Grade 40

188.39 %. Kg 10736.00

PCC FLOORING

1 4 19C Dismantling cement concrete plain 1:2:4 1485.00 % Cft 6388.80

2 4 19d Dismantling cement concrete with brick aggregate 1485.00 % Cft 1742.40

3 3 17abc

Transportation of earth all types when the total distance, i.c

the lead covered in the item, is more than 1000 ft. upto 5 mile

2970.00 %0 Cft 5635.20

4 3 17abc

Filling watering ramming of earth under floor un dressed lead

upto a single throw of kassi, phora or shovel in ordinary soil,

transportation of earth all types when the total distance

includingthe lead covered up to 5 mile.

46150.00 %0 Cft 8248.80

5 6 3fCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.24260.00 % Cft 9346.60

6 6 5f



aggregate. Ratio 1:2:4

24260.00 % Cft 21879.00

7 1 1




means owned by the contractor..Carriage for Bajri quiry


km

21349.00 %Cft 3953.70

of 4

AREAS OF UC-34

RAISING OF MAN HOLE CHAMBER1.00 Nos

1 4 19(c) Dismantling of PCC 1:2:4 3.04 %Cft 6388.80

2 7 07(i)Pacca brick work other than building upto 10ft.(3 m height)

1:3 6.00 %Cft 20797.25

3 7 10Extra for steining of well or any other circular Masonry.

6.00 %Cft 1572.85

4 11 7(b)½” thick ce e t plaster : ce e t sa d ortar

10.00 %Cft 2078.30

5 21 15a

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

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

one mound as per StandardDrawing STD/PD No. 6, of 1977,


1.00 Each 7102.65

DEDUCTION COST OF OLD MATERIAL

1Deduction for cost of old material in shape of scrape C.I frame

and manhole cover of steel. 37.33 P.Kg 25.00

Contractor

Name & Address _____________

____________________________

EXECUTIVE ENGINEER

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

7. The execution / completion of work strictly in accordance with the specifications, approved design / drawings and requirements of contract agreement to the entire

satisfaction of the Engineer-in-Charge will be exclusive responsibility of the contractor.

6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the MRS Bi-Annual Period (1st July 2017 to 301st December 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the 2

nd August, 2005 and

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

1. Conditional tenders / rates will not be entertained.

PUBLIC HEALTH ENGG:DIVISION

9. As per Government of the Punjab, Finance Department, Notification No. RO(Tech)FD1-2/83(VI)(P) dated Lahore the 6th April, 2005, in case the total tendered amount is

less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the Schedule Bank equal to the tendered

amount below estimated cost, within 15 days of submission of tenders or within expiry period of the bid, whichever is earlier.

4. 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 authority.

CONDITIONS: -

GUJRANWALA

5. The work should be executed in accordance with the availability of funds as required under Rule 2.82 of B&R Code. The department will not accept any responsibility for

loss sustained by the contractor due to interruption of work as a result of shortage of funds, delay in supply of material / labour or any other reason whatsoever related for

completion of work.

3. Work must be started at site within seven days from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.

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

of 4

UC-38

Rs. 9.260 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 12344.00 % 0Cft 5118.60

2 7 30 Supply and filling sand under floor for sewer 1919.70 % Cft 1742.00







12 i/d 846.00 P.Rft 411.75

4 3 13a





9875.00 %0Cft 2153.70


SEWER 16.00 Nos






’ to ’- ” depth 4361.92 %0Cft 5118.60


gauge353.44 %Cft 3894.00


1:6:12 complete355.78 %Cft 10672.65





6 6 5f




258.88 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

21 3

1

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE, PCC / RCC IN UC-38 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

MRS Bi-Annual


to 31st December

2017)

3

Page 1 of 4

UC-38

7 1 1




means owned by the contractor. Carriage for Bajri quiry


km

227.84 %Cft 3953.70



9 21 15a





16.00 Each 7102.65

10 21 13




16.00 Each 242.20


height1008.80 %Sft 2078.30


1 3 42






1417.50 %0Cft 5118.60


3 21 1




216.00 P.Rft 132.15

4 313(a),2

4a





1134.00 %0Cft 1452.00


SURFACE DRAIN

1 3 10(i)




228.83 %0 Cft 4667.50

2 6 3 (d)



135.00 % Cft 10672.65

3 20 1(b)(ii)






360.00 % Rft 5839.40


mortor ratio 1:5124.69 % Cft 18974.90

Page 2 of 4

UC-38

5 20 3(b)




1:5

405.00 % Sft 8351.45

6 20 6(a)






450.00 P. Rft 102.95

7 6 6aii












nominal mix 1:2:4

7.69 P.Cft 252.80

8 1 1






6.77 %Cft 3953.70

9 6 9b






23.55 %. Kg 10736.00

PCC FLOORING

1 3 17abc





19040.00 %0 Cft 8248.80



3 6 5f




9520.00 % Cft 21879.00

4 1 1






km

8378.00 %Cft 3953.70




1:3 30.00 %Cft 20797.25

Page 3 of 4

UC-38


30.00 %Cft 1572.85


50.00 %Cft 2078.30

5 21 15a





5.00 Each 7102.65




Contractor

Name & Address _____________

____________________________








CONDITIONS: -

GUJRANWALA



completion of work.

EXECUTIVE ENGINEER





nd August, 2005 and



Page 4 of 4

UC 30

Rs. 9.260 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 32207.00 % 0Cft 5118.60








12" i/d 1580.00 P.Rft 411.75

15" i/d 564.00 P.Rft 505.50

4 3 13a





25765.90 %0Cft 2153.70


SEWER 29.00 Nos






’ to ’- ” depth 8546.59 %0Cft 5118.60


gauge1281.22 %Cft 3894.00


1:6:12 complete644.84 %Cft 10672.65





6 6 5f




469.22 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual


to 31st December

2017)

21 3

1 3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN UC 30 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 4

UC 30

7 1 1





(Sikhan Wali) to site of work (Analysis Attached) 170 km

412.96 %Cft 3953.70



9 21 15a





29.00 Each 7102.65

10 21 13




29.00 Each 242.20


height1828.45 %Sft 2078.30


SEWER 9.00 Nos






’ to ’- ” depth 2652.39 %0Cft 5118.60


gauge397.62 %Cft 3894.00


1:6:12 complete200.12 %Cft 10672.65





6 6 5f




160.92 %Cft 21879.00

7 1 1






141.66 %Cft 3953.70

8 21 9

Extra for making and finishing benching floor work in manhole

chamber,with 1/8" thick cement finish.

113.13 % Cft 1564.25

9 21 15a





9.00 Each 7102.65

1 3 42i

Page 2 of 4

UC 30

10 21 13




9.00 Each 242.20


height

555.12 %Sft 2078.30


1 3 42






1181.25 %0Cft 5118.60


3 21 1




180.00 P.Rft 132.15

4 313(a),2

4a





945.00 %0Cft 1452.00


PCC FLOORING



3 3 17abc



10560.00 %0 Cft 5635.20

4 3 17abc





19190.00 %0 Cft 8248.80



6 6 5f




17595.00 % Cft 21879.00

7 1 1






km

15484.00 %Cft 3953.70




1:3 12.00 %Cft 20797.25


12.00 %Cft 1572.85

Page 3 of 4

UC 30


20.00 %Cft 2078.30

5 21 15a





2.00 Each 7102.65

NON MRS ITEMS

1

P/L crushed stone / ” to ” gauge of approved guary under

and around RCC sewer upto half of pipe in sewer trenches as

per grade and alignment complete in all respects to the entire

satisfaction as per Engineer Incharge.

1666.73 P.Cft 90.22




Contractor

Name & Address _____________

____________________________

CONDITIONS: -

EXECUTIVE ENGINEER





nd August, 2005 and



GUJRANWALA



completion of work.








Page 4 of 4

ABADIES UC 31

Rs. 9.260 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 15727.00 % 0Cft 5118.60








12" i/d 560.00 P.Rft 411.75

15" i/d 468.00 P.Rft 505.50

4 3 13a





12581.70 %0Cft 2153.70


SEWER 10.00 Nos






’ to ’- ” depth 2726.20 %0Cft 5118.60


gauge220.90 %Cft 3894.00


1:6:12 complete222.40 %Cft 10672.65





6 6 5f




161.80 %Cft 21879.00

BID SCHEDULE

Name Of WorkCONSTRUCTION OF PCC DRAIN,SEWERAGE AND RCC IN ABADIES UC 31 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

3

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual


to 31st December

2017)

21 3

1

Page 1 of 5

ABADIES UC 31

7 1 1






142.40 %Cft 3953.70



9 21 15a





10.00 Each 7102.65

10 21 13




10.00 Each 242.20


height630.50 %Sft 2078.30


SEWER 8.00 Nos






’ to ’- ” depth 2180.96 %0Cft 5118.60


gauge176.72 %Cft 3894.00


1:6:12 complete177.89 %Cft 10672.65





6 6 5f




143.04 %Cft 21879.00

7 1 1






125.92 %Cft 3953.70

8 21 9



100.56 % Cft 1564.25

9 21 15a





8.00 Each 7102.65

1 3 42i

Page 2 of 5

ABADIES UC 31

10 21 13




8.00 Each 242.20


height

493.44 %Sft 2078.30


1 3 42






630.00 %0Cft 5118.60


3 21 1




96.00 P.Rft 132.15

4 313(a),2

4a





504.00 %0Cft 1452.00


SURFACE DRAIN

1 3 10(i)




355.95 %0 Cft 4667.50

2 6 3 (d)



210.00 % Cft 10672.65

3 20 1(b)(ii)






560.00 % Rft 5839.40


mortor ratio 1:5237.19 % Cft 18974.90

5 20 3(b)




1:5

630.00 % Sft 8351.45

6 20 6(a)






700.00 P. Rft 102.95

Page 3 of 5

ABADIES UC 31

7 6 6aii












nominal mix 1:2:4

7.69 P.Cft 252.80

8 1 1






6.77 %Cft 3953.70

9 6 9b






23.55 %. Kg 10736.00

PCC FLOORING



3 3 17abc



2772.00 %0 Cft 5635.20

4 3 17abc





39380.00 %0 Cft 8248.80



6 6 5f




21090.00 % Cft 21879.00

7 1 1






km

18559.00 %Cft 3953.70




1:3 12.00 %Cft 20797.25


12.00 %Cft 1572.85


20.00 %Cft 2078.30

Page 4 of 5

ABADIES UC 31

5 21 15a





2.00 Each 7102.65

NON MRS ITEMS

1





1377.20 P.Cft 90.22




Contractor

Name & Address _____________

____________________________ GUJRANWALA



completion of work.








CONDITIONS: -

EXECUTIVE ENGINEER





nd August, 2005 and



Page 5 of 5

UC 32

Rs. 13.889 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 19269.00 % 0Cft 5118.60








12" i/d 998.00 P.Rft 411.75

15" i/d 290.00 P.Rft 505.50

4 3 13a





15415.30 %0Cft 2153.70


SEWER 18.00 Nos






’ to ’- ” depth 4907.16 %0Cft 5118.60


gauge397.62 %Cft 3894.00


1:6:12 complete400.32 %Cft 10672.65





6 6 5f




291.24 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual


to 31st December

2017)

21 3

1 3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN,SEWERAGE PCC / RCC IN UC 32 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 5

UC 32

7 1 1






256.32 %Cft 3953.70



9 21 15a





18.00 Each 7102.65

10 21 13




18.00 Each 242.20


height1134.90 %Sft 2078.30


SEWER 5.00 Nos






’ to ’- ” depth 1363.10 %0Cft 5118.60


gauge110.45 %Cft 3894.00


1:6:12 complete111.18 %Cft 10672.65





6 6 5f




89.40 %Cft 21879.00

7 1 1






78.70 %Cft 3953.70

8 21 9



62.85 % Cft 1564.25

9 21 15a





5.00 Each 7102.65

1 3 42i

Page 2 of 5

UC 32

10 21 13




5.00 Each 242.20


height

308.40 %Sft 2078.30


1 3 42






2362.50 %0Cft 5118.60


3 21 1




360.00 P.Rft 132.15

4 313(a),2

4a





1890.00 %0Cft 1452.00


SURFACE DRAIN

1 3 10(i)




203.40 %0 Cft 4667.50

2 6 3 (d)



120.00 % Cft 10672.65

3 20 1(b)(ii)






320.00 % Rft 5839.40


mortor ratio 1:5118.13 % Cft 18974.90

5 20 3(b)




1:5

360.00 % Sft 8351.45

6 20 6(a)






400.00 P. Rft 102.95

Page 3 of 5

UC 32

7 6 6aii












nominal mix 1:2:4

7.69 P.Cft 252.80

8 1 1






6.77 %Cft 3953.70

9 6 9b






23.55 %. Kg 10736.00

PCC FLOORING



3 3 17abc



4653.00 %0 Cft 5635.20

4 3 17abc





33525.00 %0 Cft 8248.80



6 6 5f




20288.00 % Cft 21879.00

7 1 1






km

17853.00 %Cft 3953.70




1:3 18.00 %Cft 20797.25


18.00 %Cft 1572.85


30.00 %Cft 2078.30

Page 4 of 5

UC 32

5 21 15a





3.00 Each 7102.65

NON MRS ITEMS

1





852.93 P.Cft 90.22




Contractor

Name & Address _____________

____________________________

CONDITIONS: -

EXECUTIVE ENGINEER





nd August, 2005 and



GUJRANWALA



completion of work.








Page 5 of 5

ABADIES OF UC 35

Rs. 9.260 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 4883.00 % 0Cft 5118.60








12" i/d 330.00 P.Rft 411.75

4 3 13a





3906.30 %0Cft 2153.70


SEWER 5.00 Nos






’ to ’- ” depth 1363.10 %0Cft 5118.60


gauge110.45 %Cft 3894.00


1:6:12 complete111.20 %Cft 10672.65





6 6 5f




80.90 %Cft 21879.00

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 35 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

3

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual


to 31st December

2017)

21 3

1

Page 1 of 5

ABADIES OF UC 35

7 1 1






71.20 %Cft 3953.70



9 21 15a





5.00 Each 7102.65

10 21 13




5.00 Each 242.20


height315.25 %Sft 2078.30


1 3 42






787.50 %0Cft 5118.60


3 21 1




120.00 P.Rft 132.15

4 313(a),2

4a





630.00 %0Cft 1452.00


SURFACE DRAIN

1 3 10(i)




254.25 %0 Cft 4667.50

2 6 3 (d)



150.00 % Cft 10672.65

3 20 1(b)(ii)






400.00 % Rft 5839.40


mortor ratio 1:5154.69 % Cft 18974.90

5 20 3(b)




1:5

450.00 % Sft 8351.45

Page 2 of 5

ABADIES OF UC 35

6 20 6(a)






500.00 P. Rft 102.95

7 6 6aii












nominal mix 1:2:4

7.69 P.Cft 252.80

8 1 1






6.77 %Cft 3953.70

9 6 9b






23.55 %. Kg 10736.00

PCC FLOORING



3 3 17abc



6864.00 %0 Cft 5635.20

4 3 17abc





32800.00 %0 Cft 8248.80



5 6 5f




21100.00 % Cft 21879.00

6 1 1






km

18568.00 %Cft 3953.70



Page 3 of 5

ABADIES OF UC 35


1:3 12.00 %Cft 20797.25


12.00 %Cft 1572.85


20.00 %Cft 2078.30

5 21 15a





2.00 Each 7102.65

SULLAGE CARRIER

1 3 10i

Earth work excavation in irrigation channel,drains, etc to

designed sanction, grades and profiles, excavated material

disposed off and dressed within 50 ft (15m) lead. (i) Ordinary

2800.00 %0 Cft 4667.50

2 6 3 (d)



924.00 % Cft 10672.65


mortor ratio 1:52363.00 % Cft 18974.90

4 6 5F




498.00 20823 21879.00

5 11 18aCement Pointing struck joints on wall upto to 20' height ratio

1.31750.00 %Sft 1845.40

6 6 6a(ii)c












nominal mix 1:2:4

131.00 P.Cft 252.80

7 1 1





(Sikhan Wali) to site of work (Analysis Attached) 170 Km

554.00 % Cft 3953.70

8 6 9(b)






402.00 % Kg 10736.00




CONDITIONS: -


Page 4 of 5

ABADIES OF UC 35

Contractor

Name & Address _____________

____________________________ GUJRANWALA



completion of work.








EXECUTIVE ENGINEER





nd August, 2005 and


Page 5 of 5

UC 27 (WESTERN SIDE )

Rs. 9.260 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 19467.00 % 0Cft 5118.60








12" i/d 886.00 P.Rft 411.75

15" i/d 401.00 P.Rft 505.50

4 3 13a





15573.40 %0Cft 2153.70


SEWER 16.00 Nos






’ to ’- ” depth 4361.92 %0Cft 5118.60


gauge353.44 %Cft 3894.00


1:6:12 complete355.84 %Cft 10672.65





6 6 5f




258.88 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual


to 31st December

2017)

21 3

1 3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN AREAS OF UC 36 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 1 of 5


7 1 1






227.84 %Cft 3953.70



9 21 15a





16.00 Each 7102.65

10 21 13




16.00 Each 242.20


height1008.80 %Sft 2078.30


SEWER 6.00 Nos






’ to ’- ” depth 1635.72 %0Cft 5118.60


gauge132.54 %Cft 3894.00


1:6:12 complete133.42 %Cft 10672.65





6 6 5f




107.28 %Cft 21879.00

7 1 1






94.44 %Cft 3953.70

8 21 9



75.42 % Cft 1564.25

9 21 15a





6.00 Each 7102.65

1 3 42i

Page 2 of 5


10 21 13




6.00 Each 242.20


height

370.08 %Sft 2078.30


1 3 42






787.50 %0Cft 5118.60


3 21 1




120.00 P.Rft 132.15

4 313(a),2

4a





630.00 %0Cft 1452.00


SURFACE DRAIN

1 3 10(i)




640.71 %0 Cft 4667.50

2 6 3 (d)



378.00 % Cft 10672.65

3 20 1(b)(ii)






1008.00 % Rft 5839.40


mortor ratio 1:5339.75 % Cft 18974.90

5 20 3(b)




1:5

1134.00 % Sft 8351.45

6 20 6(a)






1260.00 P. Rft 102.95

Page 3 of 5


7 6 6aii












nominal mix 1:2:4

23.07 P.Cft 252.80

8 1 1






20.30 %Cft 3953.70

9 6 9b






70.65 %. Kg 10736.00

PCC FLOORING



3 3 17abc



990.00 %0 Cft 5635.20

4 3 17abc





47250.00 %0 Cft 8248.80



6 6 5f




19839.00 % Cft 21879.00

7 1 1






km

17458.00 %Cft 3953.70




1:3 42.00 %Cft 20797.25


42.00 %Cft 1572.85


70.00 %Cft 2078.30

Page 4 of 5


5 21 15a





7.00 Each 7102.65

NON MRS ITEMS

1





1189.40 P.Cft 90.22




Contractor

Name & Address _____________

____________________________

CONDITIONS: -

EXECUTIVE ENGINEER





nd August, 2005 and



GUJRANWALA



completion of work.








Page 5 of 5

Rate Amount Rate Amount

RCC SEWEREarth work excavation in open cutting for sewer and manholes as shown in drawing i/c 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 complete in all respect

0' to 7' depth 24972.00 % 0Cft 5118.60 127822 5215.85 130250 5118.60 127822

2 Supply and filling sand under floor for 6'' i/d sewer 3019.28 % Cft 1742.00 52596 1775.10 53595 1742.00 52596

Providing laying RCC pipe sewers moulded with cement concrete 1:1 ½ :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 rubberring cutting pipes where necessary,


0.00 0 0.00

12" i/d 1330.00 P.Rft 411.75 547628 419.57 558032 411.75 547628

15" i/d 346.00 P.Rft 505.50 174903 515.10 178226 505.50 174903

4

Rehandling of earth work lead up to a single through of Khassi, Phorah or Shovel compaction of

earth(soft, ordinary of hard soil) mixising, moistening, earth to optimum moisture content in layer of

compaction etc

19977.30 %0Cft 2153.70 43025

2194.62

43843

2153.70

43025

5 #BEZUG! #BEZUG! ####### #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG!

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 12"dia SEWER 25.00 Nos

Earth work excavation in open cutting for sewer and manholes as shown in drawing i/c shuttering,


surface water,in all types of soil except shingle,gravel complete in all respect

’ to ’- ” depth 6815.50 %0Cft 5118.60 34886 5215.85 35549 5118.60 34886

2 Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm) gauge 552.25 %Cft 3894.00 21505 3967.99 21913 3894.00 21505

3 Ce e t o rete ri k or sto e allast . ” to ” guage ratio : : o plete 555.90 %Cft 10672.65 59329 10875.43 60457 10672.65 59329

4 Pacc brick work other than building upto 10ft height in cement sand mortor Ratio 1:3 983.50 %Cft 20797.25 204541 21192.40 208427 20797.25 204541

5 Extra for pacca brick work in steining of well or any other circular masonry. 983.50 %Cft 1572.85 15469 1602.73 15763 1572.85 15469

6Cement concrete plain including placing, compacting, finishing and curing complete (including screening

and washing of stone aggregate) Ratio 1:2:4 404.50 %Cft 21879.00 88501 22294.70 90182 21879.00 88501

COMPARATIVE CUM FINANCIAL STATEMENT

CONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 37 DISTRICT GUJRANWALA. (NA-95)

Sr # Description of item

As per T.S Estimate

Amount

M/S Pak National

Construction & Co

Govt. Contractor 1.90%

above

M/S Uptran

Construction & Co

Govt. Contractor At

Par Quantity Unit Rate

1

3

1

Page 1 of 9

7

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.

Carriage for Bajri quiry sargodha (Sikhan Wali) to site of work (Analysis Attached) 170 km 356.00 %Cft 3953.70 14075 4028.82 14343 3953.70 14075

8Extra for making and finishing benching floor work in manhole chamber,with 1/8" thick cement finish.

314.25 % Cft 1564.25 4916 1593.97 5009 1564.25 4916

9

Pro idi g a d fixi g ” thi k R.C.C a hole o er ith tee shaped C.I. fra e of ” i/d fra e et weighting 37.324 Kg. Or one mound as per Standard Drawing STD/PD No. 6, of 1977, complete in all

respect. 25.00 Each 7102.65 177566 7237.60 180940 7102.65 177566

10

Pro idi g a d fixi g ¼:x ¼”x / ” x x a gle iro step, i a hole ha ers, i ludi g

carriage and setting the same in work to correct lines and levels. 25.00 Each 242.20 6055 246.80 6170 242.20 6055

11 ½” thi k e e t plaster : e e t sa d orter upto ' height 1576.25 %Sft 2078.30 32759 2117.79 33382 2078.30 32759

MANHOLE CHAMBER 4' DIA 6.170' DEPTH FOR 15"dia SEWER 6.00 Nos

Earth work excavation in open cutting for sewer and manholes as shown in drawing i/c shuttering,


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

’to ’- ” depth 1635.72 %0Cft 5118.60 8373 5215.85 8532 5118.60 8373

2 Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm) gauge132.54 %Cft 3894.00 5161 3967.99 5259 3894.00 5161

3 Ce e t o rete ri k or sto e allast . ” to ” guage ratio : : o plete 133.42 %Cft 10672.65 14239 10875.43 14510 10672.65 14239

4Pacc brick work other than building upto 10ft height in cement sand mortor Ratio 1:3

229.86 %Cft 20797.25 47805 21192.40 48713 20797.25 47805

5 Extra for pacca brick work in steining of well or any other circular masonry. 229.86 %Cft 1572.85 3615 1602.73 3684 1572.85 3615

6Cement concrete plain including placing,compacting,finishing and curing complete (including screening

and washing of stone aggregate) Ratio 1:2:4 107.28 %Cft 21879.00 23472 22294.70 23918 21879.00 23472

7

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..Carriage for Bajri quiry sargodha (Sikhan Wali) 94.44 %Cft 3953.70 3734 4028.82 3805 3953.70 3734

8Extra for making and finishing benching floor work in manhole chamber,with 1/8" thick cement finish.

75.42 % Cft 1564.25 1180 1593.97 1202 1564.25 1180

9

Pro idi g a d fixi g ” thi k R.C.C a hole o er ith tee shaped C.I. fra e of ” i/d fra e et

weighting 37.324 Kg. Or one mound as per Standard Drawing STD/PD No. 6, of 1977, complete in all

respect. 6.00 Each 7102.65 42616 7237.60 43426 7102.65 42616

10

Pro idi g a d fixi g ¼:x ¼”x / ” x x a gle iro step, i a hole ha ers, i ludi g

carriage and setting the same in work to correct lines and levels. 6.00 Each 242.20 1453 246.80 1481 242.20 1453

11 ½” thi k e e t plaster : e e t sa d orter upto ' height 370.08 %Sft 2078.30 7691 2117.79 7838 2078.30 7691


1

Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering

and timbering, dressing to correct section and dimensions according to templates and levels, and

removing surface water, in all types of soil except shingle, gravel and rock:-0-7' depth 1575.00 %0Cft 5118.60 8062 5215.85 8215 5118.60 8062

2 Supply and filling sand under floor for 6'' i/d sewer 315.00 % Cft 1742.00 5487 1775.10 5592 1742.00 5487

1

Page 2 of 9

3P/L RCC sewer pipe moulded with cement concrete in 1:1½:3 C.C. confirming to ASTM specifications C76-

Class-II all”B” o plete i all respe ts. " i/d 240.00 P.Rft 132.15 31716 134.66 32319 132.15 31716

Page 3 of 9

4

Rehandling of earth work lead up to a single through of Khassi, Phorah or Shoval compaction of

earth(soft, ordinary of hard soil) mixising, moistening, earth to optimum moisture content in layer of

compaction etc complete. 1260.00 %0Cft 1452.00 1830 1479.59 1864 1452.00 1830

5 Construction of gully grating chamber Size 12"X12" 20.00 Each 2931.85 58637 2987.56 59751 2931.85 58637

#BEZUG!

1 #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG! #BEZUG!







NON MRS ITEMS

1

P/L crushed stone / ” to ” gauge of approved guary under and around RCC sewer upto half

of pipe in sewer trenches as per grade and alignment complete in all respects to the entire

satisfaction as per Engineer Incharge. 1017.25 P.Cft 90.22 91776 91.93 93520 90.22 91776

Total #BEZUG! #BEZUG! #BEZUG!

Lowest

As per comparative cum financial statement the bid value of lowest bidder M/S Uptran Construction & Co Govt. Contractor worked out and

comes to Rs.9702444 /- against T.S. estimate / DNIT cost of Rs.9702444/- which is AT PAR. Thus tender is recommended for approvel in respect of M/S Uptran

Construction & Co Govt. Contractor please.

EXECUTIVE ENGINEER


GUJRANWALA

Note:-

Page 4 of 9

ABADIES OF UC 37

Rs. 9.260 Million

Rs. 2 % Million


by the contractor

Sr #Ch

No

Item

NoRCC SEWER






0' to 7' depth 24972.00 % 0Cft 5118.60








12" i/d 1330.00 P.Rft 411.75

15" i/d 346.00 P.Rft 505.50

4 3 13a





19977.30 %0Cft 2153.70


SEWER 25.00 Nos






’ to ’- ” depth 6815.50 %0Cft 5118.60


gauge552.25 %Cft 3894.00


1:6:12 complete555.90 %Cft 10672.65





6 6 5f




404.50 %Cft 21879.00

3

42i

Time Limit: 45 Days

Earnest Money

MRS Bi-Annual


to 31st December

2017)

21 3

1 3

BID SCHEDULE

Name Of WorkCONSTRUCTION OF DRAIN, SEWERAGE PCC / RCC IN ABADIES OF UC 37 DISTRICT

GUJRANWALA. (NA-95)

Approx Cost

1 3 42

Page 5 of 9

ABADIES OF UC 37

7 1 1






356.00 %Cft 3953.70



9 21 15a





25.00 Each 7102.65

10 21 13




25.00 Each 242.20


height1576.25 %Sft 2078.30


SEWER 6.00 Nos






’ to ’- ” depth 1635.72 %0Cft 5118.60


gauge132.54 %Cft 3894.00


1:6:12 complete133.42 %Cft 10672.65





6 6 5f




107.28 %Cft 21879.00

7 1 1






94.44 %Cft 3953.70

8 21 9



75.42 % Cft 1564.25

9 21 15a





6.00 Each 7102.65

1 3 42i

Page 6 of 9

ABADIES OF UC 37

10 21 13




6.00 Each 242.20


height

370.08 %Sft 2078.30


1 3 42






1575.00 %0Cft 5118.60


3 21 1


C.C. confirming to ASTM specifications C76-79 Class-II all”B”


240.00 P.Rft 132.15

4 313(a),2

4a





1260.00 %0Cft 1452.00


SURFACE DRAIN

1 3 10(i)




1454.31 %0 Cft 4667.50

2 6 3 (d)



858.00 % Cft 10672.65

3 20 1(b)(ii)






2288.00 % Rft 5839.40


mortor ratio 1:5816.94 % Cft 18974.90

5 20 3(b)




1:5

2574.00 % Sft 8351.45

6 20 6(a)






2860.00 P. Rft 102.95

Page 7 of 9

ABADIES OF UC 37

7 6 6aii












nominal mix 1:2:4

76.89 P.Cft 252.80

8 1 1






67.66 %Cft 3953.70

9 6 9b






235.48 %. Kg 10736.00

PCC FLOORING



3 3 17abc



3247.00 %0 Cft 5635.20

4 3 17abc





40690.00 %0 Cft 8248.80



6 6 5f




16792.00 % Cft 21879.00

7 1 1






km

14777.00 %Cft 3953.70

RAISING OF MAN HOLE CHAMBER 5.00 Nos



1:3 30.00 %Cft 20797.25


30.00 %Cft 1572.85

4 11 7(b)½” thi k e e t plaster : e e t sa d ortar

50.00 %Cft 2078.30

Page 8 of 9

ABADIES OF UC 37

5 21 15a





5.00 Each 7102.65

NON MRS ITEMS

1





1017.25 P.Cft 90.22




Contractor

Name & Address _____________

____________________________

CONDITIONS: -

EXECUTIVE ENGINEER





nd August, 2005 and



GUJRANWALA



completion of work.








Page 9 of 9

areas of uc-34 bid schedule - punjabeproc.punjab.gov.pk/biddingdocuments/81136_101 dnit.pdf ·...

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