park kamoke bid schedule - punjabeproc.punjab.gov.pk/biddingdocuments/74447_73660...park kamoke...

PARK KAMOKE

Rs. 3.821 Million

Rs. 2 % Million

Description of item Quantity Unit Rate

Rate to be

quoted by

the

contractor

Sr # Ch NoItem

NoIMPROVEMENT/ESTABISHMENT OF PARK.

1 3 10(i)Excavation in foundation of building bridgesupto 5' depth I/c

back filling complete in all respect. 1770.00 %0 Cft 6130.10

2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage

in foundation and plinth ratio (1:6:12)442.50 % Cft 10516.05

5 7 4(i)Pacca brick work in foundation and plinth in cement sand

mortor ratio 1:51106.25 % Cft 18890.90

4 6 5F

Cement concrete plain including placing, compacting,

finishing and curing complete (including screening and

washing of stone aggregate. Ratio 1:2:4

221.25 % Cft 20823.00

6 7 7iPacca brick work in ground floor:- i) cement, sand mortar:-

'Ratio 1:5 442.50 % Cft 19459.55

5 11 18 Cement Plaster 1.3 upto 20' heightb 1/2'' thick. 2360.00 %Sft 1831.95

Gate pillar

1 3 10(i)Excavation in foundation of building bridgesupto 5' depth I/c

back filling complete in all respect. 192.00 %0 Cft 6130.10

2 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage

in foundation and plinth ratio (1:6:12)32.00 % Cft 10516.05

3 7 7iPacca brick work in ground floor:- i) cement, sand mortar:-

'Ratio 1:5 175.00 % Cft 19459.55

4 6 6a(ii)c

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

20.00 P.Cft 243.30

5 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

61.00 %. Kg 9989.00

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

height:- a) ratio 1:2 240.00 %Sft 1874.45

7 25 30

Making and fixing steel grated doors, complete with locking

arrangement, angle iron frame 2"x2"x3/8" '(50x50x10 mm)

and ¾" (20 mm) square bars 4" (100 mm) centre to centre.

140.00 P.Sft 698.80

BID SCHEDULE

Name Of Work IMPROVEMENT/ESTABISHMENT OF PARK KAMOKE.DISTRICT GUJRANWALA.

(NA-99)

Approx Cost

MRS Bi-annual (1st

January 2017 to 30th

June 2017)

Time Limit: 15 June 2017

Earnest Money

of 6

PARK KAMOKE

8 1 1

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

aggregate, spawl, kankar lime (unslaked), surkhi, etc. or150

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

owned by the contractor..Carriage for Bajri quiry sargodha

(Sikhan Wali) to site of work (Analysis Attached) 180 Km

294.00 % Cft 4108.90

3 17ab

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 to3 mile.

175250.00 6876.00

3 3dCement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.948.75 % Cft 9227.80

TUBE WELL BORING & CONVERSION

1 23 le

Boring for tubewell in all types of soil except shingle

and rock from ground level to 100ft depth i/c sinking

and with drawing of casing pipe complete. 0' to

100' 5" i/d

100.00 P.Rft 154.50

2 23 2b From 100' to 200' depth, 5" i/d 100.00 P.Rft 259.80



5 23 8 Furnishing sample of water from bore hole. 2.00 P.No 170.70

6 23 12c

Providing and installing PVC strainer BSS Class 'D' in

tubewell bore hole, i/c sockets and solvent, etc

complete. 2"

10.00 P.Rft 92.90

7 23 13iicProviding and installing PVC bail / end plug in tube

well bore hole, 2" i/d.1.00 Each 91.70

8 23 16cProviding and installing PVC Blind Pipe BSS Class 'D' in

tubewell bore hole 2" i/c450.00 P.Rft 90.20

9 23 15bProviding and installing PVC blind pipe, B.S.S Class 'B'

in tubewell bore hole 4" i/c40.00 P.No 184.20

BUILDING PORATION

Excavation in foundation of building bridges and other

structures, including dag belling, dressing, refilling

around structure with excavated earth, watering and

ramming lead up to one chain and lift up to 5ft.

ordinary soil

0-5ft 495.00 %0 Cft 6130.10

2 10 3

Providing, laying, watering and ramming brick ballast

1-1/2: to 2" gauge mixed with 25% sand, for floor

foundation, complete in all repect.

83 % Cft 4200.85

3 7 4 Ist class brick working cement foundation 371.00 %Cft 18890.90

4 6 33 (ai)

Providing and laying damp proof course of cement

concrete i:2:4 (using cement, sand and shingle ) i/c

bitumen coating.1½" thick with coat of bitumen and

one coat of polythene sheet 500 gauge.

61.90 % Sft 4295.05

5 7 5iIst class brick work in (1:5) cement sand mortar super

structure including striking of joints.280.80 %Cft 18890.90

6 7 30 supplying and filling sand under floor or 104.00 %Cft 1502.00

7 11 9bCement plaster 1 : 4 upto 20 ft. height (b) 1/2 inch

thick687.00 % Sft 1738.55

8 10 15c

Providing and laying topping of cement concrete '1 : 2

: 4 including surface finishing and dividing in panels 1-

1/2 inch thick

104.00 % Sft 3675.95

1 3 21b

of 6

PARK KAMOKE

9 6 6biii

Providing and laying reinforced cement concrete

(including prestressed concrete) using coarse sand

screening 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 respect. Type C (nominal mix 1:2:4)93.30 P.Cft 335.75

10 6 9(b)

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

286.40 % Kg 9989.00

11 25 31

Making and fixing steel grated door with 1/16" thick

(1.5mm) sheeting, including angle iron frame

2"x2"x3/8" (50x50x10 mm) and ¾" (20 mm) square

bars 4" (100 mm)centre to centre, with locking

arrangement

28.00 P. Sft 813.35

12 25 41biii

Providing and fixing steel windows with openable

glazed panels, using beam section for frame

1½"x1"x5/8"x1/8" For fixed pannels, the composite

(40x25x16x3 mm), Z-section for leaves ¾"x1"x¾"x1/8"

(20x25x20x3 mm), T-section sashes 1"x1"x1/8"

(25x25x3 mm), glass panes, wooden screed for glazing

embedded metre.over a thin layer of putty duly

screwed with leaves, brass fittings, holdfast, duly

painted, complete in all respects, including all cost of

material and labour, etc. as per approved design and

as directed by the

Engineer-in-charge:-

32.00 P. Sft 385.25

13 12 54

Providing and fixing M.S. flat ½"x1/8" (13mm x 3mm)

grill including ¾" x 1/8" (20 mmx3 mm) M.S. flat

frame, in windows of approved design, including

painting three coats, complete in all respects

32.00 P. Sft 184.60

14 11 18aCement pointing 1:3 struck joint on walls upto 20ft

height.254.00 % Sft 1874.45

15 9 5

Single layers of tiles 9"x4½" laid over 4" earth and 1"

mud plaster without bhoosa grouted with cement

sand 1:3 on top to RCC roof slab, providing with 34lbs.

110.00 % Sft 6036.85

16 11 25a-iiiWhite washing three coats:

360.00 % Sft 268.20

17 9 14Khassi parnala in cement sand mortar 1:2:12 out side

width finished smooth with a floating coats of neat 12.00 P.Rft 96.05

18 9 16Bottom khura of brick masonry in cement mortar

1:6:4"x2"x4x4½" over 3" cement concrete 1:4:8 2.00 Each 823.30

19 10 38Coloured glazed tile¼"(6 mm) thick dado jointed in

white'cement and laid over 1:2 cement sand mortar 291.00 %Sft 15216.75

WATER SUPPLY

1 19 26iiProviding and fixing chromium plated bib cock:-'1.5

cm (½")6.00 Each 333.50

2 19 8Providing and fixing brass ball float valve:- 5 cm (2")

dia1.00 Each 928.40

of 6

PARK KAMOKE

ELECTRIFICATION

1 24 3ii

Supply and erection of PVC pipe for wiring recessed in

walls, including inspection boxes, pull boxes, hooks,

cutting jharries, and repairing surface, etc., complete

with all specials.Heavy Quality20 mm i/d

50.00 P.Rft 38.30

Supply and erection of single core PVC pipe insulated

capping conductor cable in prelaid PVC

pipe/M.S.conduit/G.I pipe/wooden strip

batten/wooden casing an capping/G.I. wire /trenches

(rate for cables only),3/0.029 200.00 P.Rft 11.45

7/0.029 100.00 P.Rft 15.75

3 24 18

Supply and erection of iron/aluminum clad, 500 volts

main switches with triple pole and neutral link and

HRC fuses, on angle iron board with 3 mm (1/8") thick

M.S. sheet covering, including bonding to earth with

necessary flexible pipe and thimbles. 60/65 Amp

1.00 Each 3233.05

4 24 14

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, including making holes

for regulators, switches, plugs, etc.

2.00 Each 201.25

5 24 30 Supply and erection of ceiling rose, bakelite. 1.00 Each 37.25

6 24 31ii Supply and erection of switches 5 Amp.piano type 7.00 Each 34.05

7 24 35iiSupply and erection of 3 pin, 10/15 Amp. wall

socket.Recessed type2.00 Each 95.65

8 24 44i

Providing and fixing M.S. iron box for housing main

switches, made of 1.5 mm (1/16") thick M.S. sheet,

with locking arrangement, including painting:-

1.00 Each 2237.00

9 24 48

Supply and erection of roof suspension hook of M.S

plate 75x40x12.7mm (3"x1½"x½") with 16 mm (5/8")

hook complete with bolts, nuts and fixing with cement

concrete 1:3:6

1.00 Each 519.45

10 24 43ii

Supply and erection of tube light, i/c rod, choke,

starter with frame, flexible wire, i/c connection from

ceiling rose, etc complete single rod (40 watts) with

one choke and one starter.

3.00 Each 676.65

NON MRS ITEMS

1Providing/fixting of Jangla size 2' complete in all

respect.1180.00 P.No 560.00

2 P/L of bhall filling complete in all respect. 9500.00 P.Cft 19.00

3 Prepration of Grassy Plot Complete in all respect 38000.00 P.Sft 7.00

4 Providing fixing of Dust bin complete 2.00 Each 5000.00

5Providing fixing of PPRC water wiring of ground

complete.1.00 Each 19000.00

6Electrification of garden light i/c cable wiring i/c

main distribution board complete(AOR attached)1.00 P.Job 109049.00

7 Providing fixing of Fancy bench complete 2.00 Each 21400.00

8

Providing & fixing sign boards size 4'x4' made of M.S pipe

2.5'' i/d legs with 1'' dia frame i/c cutting welding of M.S

sheet 22 gauge 4'x4' including cost of painting preparing

surface of board, coloring, writing words and figure in Urdu

/English including cost of carriage from factory to site works

the rate also including cost of excavation 1.5x1.5 x2'' duly

imbended in PCC 1:2:4x 1.5',x1.5' x2''complete in all respect

to the entire satisfactions of Engineer Incharge.

1.00 Each 20000.00

2 24 10(i)iii

of 6

PARK KAMOKE

TUBE WELL BORING

1 Providing and fixing injector 1.00 P.No 500.00

2Providing and installing PVC Blind Pipe BSS Class 'D' in

tubewell bore hole 1" i/c40.00 P.Rft 45.15

3Providing and installing PVC Blind Pipe BSS Class 'D' in

tubewell bore hole 1-1/4" i/c80.00 P.Rft 50.50

4 Testing chaarges for water samples. 2.00 P.No 500.00

5

Developing & testing of tube well with contractor own

arrangment till water is sand free and the discharge is

uniform and collection / preservation of atleast two

water sample for testing P/I of injector pump made of

Golden pumps Gujranwala Goldmatic G-II non

automatic 1.00 HP electric motor single or three

Phase Max: suction 21m, Max head 20m, discharge 22

litter/min with float switch of circate braker i/c

carriage charges to site of work complete in all respect

to the entire satisfaction of the Engineer in charge.

(N.S)

1 Each 35000.00

WATER SUPPLY

Providing, laying, cutting, jointing, testing and

disinfecting PPRC pipe,i/c cost of bends, tees, reducer,

socket, also include the cost of gun metal bush, socket

/ bend complete in all respect with walls. (N.S)

3/4" i/d (25 mm) 40 P.Rft 55.35

2" i/d (50 mm) 40 P.Rft 192.60

2

providing and fixing Plastic water tank (BASA) 500

gallons capacity i/c cost of carriage, specials required

for fixing from top of the roof as per site requirement,

complete in all respect.

1 Each 38000.00

ELECTRIFICATION

1 Ceiling Fan 56" sweep 1 Each 6000.00

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.

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.

6. Any omission / error there in, for interpretation will be referred to rates standardized on the basis of “ Market Rate System” for the Bi-annual, 1st January 2017 to 30th June 2017, in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated

Lahore the 2nd

August, 2005 and the decision of the competent authority will be final 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.

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.

1

1. Conditional tenders / rates will not be entertained.

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.

10. The lowest bidder will provide performanc Guarantee @ 5% of bid value in compliance of Finance Department Notification No.Ro (Tech) FD-1-2/83

(VI) (P), dated 06-04-2005 and amendent No.Ro (Tech) FD-1-2/2010, dated 04-09-2012 in shape of bank draft, cashieer cheque or payment order or bank

guarantee (valid for 3 months beyond completion time / extended completion time ) from any scheduled Bank of pakistan in complinace with clause 7 of

contract Document / Agreement with the Executive Engineer PHE Division Gujranwala.

CONDITIONS: -

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 6

PARK KAMOKE

Contractor

Name & Address _____________

____________________________ GUJRANWALA

PUBLIC HEALTH ENGG:DIVISION

EXECUTIVE ENGINEER

of 6

U.C 163/8 URBAN

Rs. 4.369 Million

Rs. 2 % Million


Sr #Ch

No

Item

No

SURFACE DRAIN

1 4 13Dismantling of brick work in cement sand or lime

mortar.0.00 % Cft 2468.40

2 3 10(i)

Earth work excavation in open cutting upto 5 ft depth for

storm water channels drains sullage drains in open area, roads,

streets lanes type-I

2176.00 %0 Cft 4667.50

3 6 3 (d)Cement concrete brick or stone ballast - / ’’ to ” guage in

foundation and plinth ratio (1:6:12)1284.00 % Cft 10516.05

4 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

3424.00 % Rft 5821.90


mortor ratio 1:51237.00 % Cft 18890.90

6 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

3852.00 % Sft 8319.65

7 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

4280.00 P. Rft 99.15

8 6 6aii


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

82.00 P.Cft 243.30

9 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) 183 KM

72.00 %Cft 4108.90

BID SCHEDULE

Name Of WorkCONSTRUCTION OF STREETS, DRAINS ,PCC, TUFF TILES NULLAH U.C 163/8 URBAN

KAMOKE.(NA-99)

Approx Cost Time Limit: 15 June 2017

MRS Bi-annual (1st


June 2017)

Earnest Money

Page 1 of 6

U.C 163/8 URBAN

10 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

250.00 %. Kg 9989.00

PCC FLOORING

1 4 29Dismantling brick or flagged flooring without concrete

foundation.0.00 % Cft 493.70

2 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 3 mile.

14699.00 %0 Cft 6876.00

3 3 3d

Cement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.

8547.00 % Cft 9227.80

4 6 5f

Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone

aggregate. Ratio 1:2:4

8547.00 % Cft 20823.00

5 1 1






7521.00 %Cft 4108.90

6

Providing & fixing sign boards size 4'x4' made of M.S pipe 2.5''

i/d legs with 1'' dia frame i/c cutting welding of M.S sheet 22

gauge 4'x4' including cost of painting preparing surface of

board, coloring, writing words and figure in Urdu /English

including cost of carriage from factory to site works the rate

also including cost of excavation 1.5x1.5 x2'' duly imbended in

PCC 1:2:4x 1.5',x1.5' x2''complete in all respect to the entire

satisfactions of Engineer Incharge.

1.00 Each 20000.00

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 acce

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 wha

completion of work.



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

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

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


CONDITIONS: -

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

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 January 2017 to 30th June 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)

Lahore the 2nd



Page 2 of 6

U.C 163/8 URBAN

Contractor

Name & Address _____________

____________________________ GUJRANWALA

PUBLIC HEALTH ENGG:DIV

EXECUTIVE ENGINE

Page 3 of 6

U.C 163/8 URBAN

Rate to be quoted

by the contractor

017

Page 4 of 6

U.C 163/8 URBAN

ccept any responsibility for

hatsoever related for


lly.

the total tendered amount is

Bank equal to the tendered

ent authority.

eement to the entire

.

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 H)FD-2-3/2004, dated

Page 5 of 6

U.C 163/8 URBAN

ALA

NGG:DIVISION

NGINEER

Page 6 of 6

U.C SADHOKE U.C. MALKAY

Rs. 9.709 Million

Rs. 2 % Million


Sr #Ch

No

Item

No

SURFACE DRAIN

1 4 13Dismantling of brick work in cement sand or lime

mortar.225.00 % Cft 2468.40

2 3 10(i)

Earth work excavation in open cutting upto 5 ft depth for

storm water channels drains sullage drains in open area, roads,

streets lanes type-I

2720.00 %0 Cft 4667.50



4 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

4280.00 % Rft 5821.90


mortor ratio 1:51337.00 % Cft 18890.90

6 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

4815.00 % Sft 8319.65

7 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

5350.00 P. Rft 99.15

8 6 6aii












nominal mix 1:2:4

82.00 P.Cft 243.30

9 1 1






72.00 %Cft 4252.05


MRS Bi-annual (1st


June 2017)

Earnest Money

BID SCHEDULE

Name Of WorkPROVISION OF SEWER, DRAINS AND PCC U.C SADHOKE & U.C. MALKAY TEHSIL KAMOKE

DISTRICT GUJRANWALA.(NA-99)

Approx Cost

Page 1 of 6


10 6 9b






250.00 %. Kg 9989.00

11

Providing & fixing sign boards size 4'x4' made of M.S pipe 2.5''

i/d legs with 1'' dia frame i/c cutting welding of M.S sheet 22

gauge 4'x4' including cost of painting preparing surface of

board, coloring, writing words and figure in Urdu /English

including cost of carriage from factory to site works the rate

also including cost of excavation 1.5x1.5 x2'' duly imbended in

PCC 1:2:4x 1.5',x1.5' x2''complete in all respect to the entire

satisfactions of Engineer Incharge.

1.00 Each 20000.00

PCC FLOORING

1 4 29Dismantling brick or flagged flooring without concrete

foundation.3400.00 % Cft 493.70

2 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 1 mile.

21290.00 %0 Cft 5556.80

3 3 3d

Cement concrete bick or stone ballast 1-1/2'' to 2'' guage in

foundation and plinth. Ratio 1:7:20.

19509.00 % Cft 9227.80

4 6 5f




19509.00 % Cft 20823.00

5 1 1






17168.00 %Cft 4252.05

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

7313.00 %0 Cft 4667.50




mortor ratio 1:54388.00 % Cft 18890.90

4 6 5F




956.00 20823 20823.00

5 11 18 Cement Plaster 1.4 upto 20' heightb 1/2'' thick. 3250.00 %Sft 1738.55

Page 2 of 6


6 6 6a(ii)c












nominal mix 1:2:4

38.00 P.Cft 243.30

7 1 1






874.00 % Cft 4252.05

8 6 9(b)






115.00 % Kg 9989.00

DEDUCTION COST OF OLD MATERIAL

1 Old Bricks 11695.00 %0 Nos. 3500.00

2 Old Brick Bats 596.00 % Cft 1800.00

Contractor

Name & Address _____________

____________________________


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 January 2017 to 30th June 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)

Lahore the 2nd



PUBLIC HEALTH ENGG:DIV

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

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



CONDITIONS: -

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


EXECUTIVE ENGINE

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 acce

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 wha

completion of work.



Page 3 of 6


Rate to be quoted

by the contractor

017

Page 4 of 6


Page 5 of 6


.

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 H)FD-2-3/2004, dated

NGG:DIVISION

the total tendered amount is

Bank equal to the tendered

ent authority.

eement to the entire

NGINEER

ALA

ccept any responsibility for

hatsoever related for


lly.

Page 6 of 6

U.C. WANDO AND VILLAGE DANDIAN

Rs. 9.709 Million

Rs. 2 % Million

Description of item Quantity Unit RateRate to be quoted

by the contractor

Sr #Ch

No

Item

NoRCC SEWER

1 4 45 Dismantling and removing road metaling. 4404.00 %Cft 1161.60

2 4 19C Dismantling cement concrete 1:2:4 plain. 5736.00 %Cft 6388.80

3 4 19C Dismantling cement concrete with bric aggegate. 5736.00 %Cft 1742.40

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 148045.00 % 0Cft 5118.60

7' to 15' depth 23009.00 % 0Cft 8600.00

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.

18" i/d 4460.00 P.Rft 544.60

21" i/d 1268.00 P.Rft 695.90

6 3 13

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

136843.00 %0Cft 1452.00

7 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 1 mile

38358 %0Cft 4264.40

8

Providing fixing sign board 4'x4' made of M.S pipe 2.5' i.d legs

with 1" dia framed i/c cutting welding of M.S sheet 22 gauge

4'x4' i/c cost of painting preparing surface of board colur

writing words and figure in urdu/English i/c cost of carrige

from factory to site of work the rate also including cost of

excavation 1.5x1.5 x2 duly inbended in PCC 1:2:4, 1.5x1.5'x2'

complete in all reqpect to the intir of satification of Engineer

incharge .

1.00 Each 20000.00

MANHOLE CHAMBER 4' i/d 7 ft deep 18" dia 35.00 Nos






’to ’- ” depth 10825.15 %0Cft 5118.60

’to ’- ” depth 1809.50 %0Cft 8600.00

2 6 3dCement concrete brick or stone ballast . ” to ” guage ratio

1:6:12 complete1036.00 %Cft 10516.05


Earnest Money

MRS Bi-Annual

Period (1st January

2017, to 30th June

2017)

21

4 3 42

3

BID SCHEDULE

Name Of WorkPROVISION OF SEWER,DRAINS & PCC IN THE STREETS AT U.C. WANDO AND VILLAGE

DANDIAN TEHSIL KAMOKE DISTRICT GUJRANWALA.. (NA-99)

Approx Cost

3

5

42i1

Page 1 of 5


3 6 2Dry rammad brick or stone ballast 1.5'' to 2'' (40mm to 50mm)

gauge580.65 %Cft 3894.00

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

sand mortor Ratio 1:32278.85 %Cft 20707.25

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

circular masonry.2278.85 %Cft 1572.85

6 6 5f

Cement concrete plain including placing,compacting,finishing


aggregate) Ratio 1:2:4

376.95 %Cft 20823.00

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

chamber,with 1/8" thick cement finish.439.95 % Cft 1559.30

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

height3671.15 %Sft 2063.60

10 21 13

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

step, in manhole chambers, including carriage and setting the

same in work to correct lines and levels.

105.00 Each 228.25

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,


35.00 Each 6939.50

7 1 1






331.45 %Cft 4469.55

MANHOLE CHAMBER 4' i/d 10 ft deep 21" dia 9.00 Nos






’to ’- ” depth 2783.61 %0Cft 5118.60

’to ’- ” depth 1192.95 %0Cft 8600.00


1:6:12 complete266.40 %Cft 10516.05


gauge149.31 %Cft 3894.00





6 6 5f




108.45 %Cft 20823.00




height1171.35 %Sft 2063.60

9 21 13




36.00 Each 228.25

1 3 42i

Page 2 of 5


10 21 15a





9.00 Each 6939.50

11 1 1






95.49 %Cft 4469.55

GULLY GRATING (2½ x 3") 11.00 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

1245.09 %0Cft 5118.60

2 7 30 Supply and filling sand under floor for 9'' i/d sewer. 192.89 %Cft 1502.00

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 all”B”

complete in all respects. 9" i/d

132.00 P.Rft 337.80

4 313(a),2

4a


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


in layer of compaction etc complete.

996.07 %0Cft 1452.00

5 21 7-b Construction of gully grating chamber Size 12"X12" 11.00 Each 8727.90

RCC SEWER(Lateral)Earth work excavation in open cutting for sewer and manholes





0' to 7' depth 10826.00 % 0Cft 5118.60


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 768.00 P.Rft 405.70

6 3 13


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


in layer of compaction etc

8661.00 %0Cft 1452.00

MANHOLE CHAMBER 4' i/d 4.5' ft deep 12" dia 8.00 Nos






’to ’- ” depth 2004.24 %0Cft 5118.60

5 21

1 3

4 3

3

42

42i

Page 3 of 5



gauge176.72 %Cft 3894.00


1:6:12 complete177.92 %Cft 10516.05





6 6 5f




79.12 %Cft 20823.00



9 21 15a





8.00 Each 6939.50

10 21 13




16.00 Each 228.25


height573.52 %Sft 2063.60

7 1 1






69.60 %Cft 4469.55

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

339.57 %0Cft 5118.60


2 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 all”B”

complete in all respects. 9" i/d

36.00 P.Rft 337.80

3 313(a),2

4a


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


in layer of compaction etc complete.

271.66 %0Cft 1452.00

4 21 7-b Construction of gully grating chamber Size 12"X12" 3.00 Each 2916.05

NON MRS ITEM

1

P/L crushed stone / ” to ” gauge of appro ed guar 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.

22809.00 P.Cft 99.00




CONDITIONS: -

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.

Page 4 of 5


Contractor

Name & Address _____________

____________________________

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 January 2017 to 30th June 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated

Lahore the 2nd


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.


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


EXECUTIVE ENGINEER


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


Page 5 of 5

WATER SUPPLY PIPE LINE etc.URBAN AREA KAMOKE.

Rs. 9.208 Million

Rs. 2 % Million

Sr #Ch

No

Item

NoDescription of item Quantity Unit Rate

Rate to be

quoted by

the

contractor

TUBE WELL BORING & CONVERSION 1.00 Nos

Direct rotary/reverse rotary drilling of bore for tubewell in all types

of soil except shingle gravel and rock.

From G.L. to 250' depth. 250.00 P.Rft 461.10

From 250' depth to 500 depth 250.00 P.Rft 461.10

2 23 8 Furnishing sample of water from bore hole 2.00 Each 170.70

3 23 9 gProviding and installing, brass strainer in tube well bore, i/c sockets,

special sockets, studs, etc. compete. 10" i/d 1/4" thick 160.00 P.Rft 4587.40

4 23 10gProviding and installing MS bail plug in tube well bore hole, 10" i/d 2'

long.1.00 Each 4441.10

P/I M.S. blind pipe socketed / welded joint M.S. reducer (where

necessary). In tube well bore-hole i/c jointing/welding with strainer

etc

15" i/d 1/4" 120.00 P.Rft 2816.65

10" i/d 1/4" 220.00 P.Rft 1947.95

6 23 18Shrouding with graded pea gravel 3/8" to 1/8" around tube well in

o e hole. ”1484.00 P.Cft 97.50

6 23 7

Providing strong substantially box of deodar wood 4' x 2 1/2' x

9''(1200 x 750 x 225 mm),with compartments , lock and locking

arrangement for preserving samples strata from bore hole.

1.00 Each 13279.60

7 23 17iTesting and developing for tube well size 6'' (150mm ) and above

contiusely up to 1.5 cusec72.00 P./hr 984.90

8 23 27 Providing and fixing PVC 2 '' i/d PVC pipe BSS Class D 240.00 P.Rft 90.20

PUMP HOUSE 1 Nos

Excavation in foundation of building bridges and other structures,

including dag belling, dressing, refilling around structure with

excavated earth, watering and ramming lead up to one chain and lift

up to 5ft. ordinary soil0-5ft 439.90 %0 Cft 6130.10

2 6 3 (d)Cement concrete brick or stone ballast - / to ” guage in


3 7 4cPacca brick work in foundation and plinth in cement sand mortar

(1:5)57.00 %Cft 18890.90

4 6 33 (ai)

Providing and laying damp proof course of cement concrete i:2:4

(using cement, sand and shingle ) i/c bitumen coating.1½" thick with

coat of bitumen and one coat of polythene sheet 500 gauge.57.40 % Sft 4295.05

5 7 5 Pacca brick in ground floor in cement sand mortar 1:5 454.50 %Cft 20092.10

6 7 30 Supplying and filling sand under floor or plugging in well 144.00 %Cft 1502.00

7 11 9b Ce e t plaste :4 upto height ½” thi k 633 % Sft 1738.55

8 10 15cProviding and laying topping of cement concrete 1 : 2 : 4 including

surface finishing and dividing in panels 144 % Sft 3675.95

9 6 6a(iii)c

Providing and laying reinforced cememnt concrete (including

prestressed concrete), using coarse sand and screened graded and

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

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

finishing exposed surface, complete (but excluding the cost of steel

reinfoecment, its fabrication and placing in position, etc) (a)(i)

Reinforced cement concrete in roof slabs, 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 respect

(3) Type C (nominal mix 1:2:4)

105.40 P.Rft 335.75

1 23 5ab

Earnest Money

BID SCHEDULE

Name Of WorkINSTALLATION OF FILTRATION PLANT AND WATER SUPPLY PIPE LINE etc.URBAN AREA KAMOKE.

DISTRICT GUJRANWALA.(NA-99)

Approx Cost Time Limit: 15 June 2017

5 23 14ij

1 3 21b

Page 1 of 5


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. Carriage for Bajri quiry

sargodha (Sikhan Wali) to site of work (Analysis Attached) 190 KM

269.97 %Cft 4108.90

10 6 9(b)

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

323.41 % Kg 9989.00

11 25 31

Making and fixing steel grated door with 1/16" thick sheeting, i/c

angle iron frame 2"x2"x3/8" and 3/4" square bars 4" centre to

centre, with looking arrangement.

28.00 P. Sft 813.35

12 2541-b

(iii)

P/F steel window glazed panels, using beam section for frame

1½"x1"x5/8"x1/8" s-section for leaves 1"x1"x1/8" T-section sashes

1"x1" glassing embedded over wooden screed for a thick layers of

putty etc.

32.00 P. Sft 385.25

13 12 54Providing and fixing M.S. flat ½"x1/8" windows of approved design,

including painting three coats complete in all respect.32.00 P. Sft 184.60

14 11 18a Cement pointing 1:3 struck joint on walls upto 20' height. 795.00 % Sft 1874.45

15 9 5

Single layers of tiles 9"x4½" laid over 4" earth and 1" mud plaster

without bhoosa grouted with cement sand 1:3 on top to RCC roof

slab, providing with 34lbs. bitumen coating sand .

144.00 % Sft 6036.85

16 11 25a-iii White washing three coats: 720.00 % Sft 268.20

17 9 14Khassi parnala in cement sand mortar 1:2:12 out side width finished

smooth with a floating coats of neat cement 16.00 P.Rft 96.05

18 9 16Bottom khura of brick masonry in cement mortar 1:6:4"x2"x4x4½"

over 3" cement concrete 1:4:8 2.00 Each 823.30

19 7 5i Pacca brick work in ground floor C.C mortor 1:5 13.125 %Cft 20092.10

21 10 3Providing, laying,watering and ramming brick ballast1-1/2 to 2"

mixed with 25% sand for floor foundation. 125.10 %Cft 4200.85

10 8 Brick on edge flooring laid in 1.6 cement sandmortar 207.00 % Sft 8180.85

DISTRIBUTION SYSTEM

1 4 19dDismantling Cement concrete brick or stone ballast 1 1/2" to 2"

gauge ratio 1:7:206745.20 % Cft 1742.40

1 4 19dDismantling Cement concrete brick or stone ballast 1 1/2" to 2"

gauge ratio 1:2:46745.20 % Cft 6388.80

1 3 44

Excavation of trenches for water supply pipe line in all kinds of soil

except cutting rock upto 5ft depth from ground level including

trimming dressing the sides the bed of trenches etc.complete in all

respects.

61920.00 %0 Cft 4366.55

P/L cutting jointing, testing and disinfecting PVC pipe line of BSS

class B working pressure. etc.complete in all respects.

12" i/d PVC/Ac PIPE 100.00 P.Rft 1014.55




10 313 (a)

& 24ac

Re-handling of earth work lead up to single throw of kassi.

49536.00 %0 Cft 1452.00

Providing and installing P.V.C. tees, of B.S.S.

i) Class `B' working pressure:-

a) 3" i/d (75 mm) 6.00 P.No 624.50

b) 4" i/d (100 mm) 3.00 P.No 1101.65

d) 6" i/d (150 mm) 3.00 P.No 2166.85

Providing and installing P.V.C. Bends, of B.S.S.


a) 3" i/d (75 mm) 5.00 P.No 222.35

b) 4" i/d (100 mm) 1.00 P.No 379.15

d) 6" i/d (150 mm) 1.00 P.No 909.75

Providing and installing P.V.C. Tapered core, B.S.S.


2 23 26 (ab)

7 23 40

6 23 38

5 23 37

Page 2 of 5


a) 3" i/d (75 mm) 10.00 P.No 138.35

a) 4" i/d (75 mm) 8.00 P.No 163.15

b) 6" i/d (200 mm) 6.00 P.No 222.35

11 23 33bProviding and fixing air valve 2 1/2" dia of BSS quality and weight

double action (complete with jointing material)1.00 Each 7626.65

P o idi g fi i g slui e al e of BSS ualit a d eight, lass B; fo cost iron pipe line, and Asbestos cement pipe line i/c cost of jointing

material.6'' i/d 1.00 Each 10626.60

4'' i/d 1.00 Each 6296.40

3'' i/d 1.00 Each 5483.25

3 23 28

Providing and fixing cast iron special of B.S.S. Class `B' 9.1 i) Labour

rates include the cost of(such as bend, tee cross collar, reducer, tail

piece jointing material & labour flanged spigot, cap, flanged socket,

taper, angle branch, plug etc.) for cast iron pipe line , complete:- b)

C.I. flanged specials, with flanged and flanged joints:-

ii) 8" to 12" (200 to 300 mm) i/d

90.00 P.Kg 104.90

Providing and fitting C.I. flanges on pipes, including turning,

threading, facing and fitting, etc. complete in all respects:-

12" 30.00 P.Kg 99.70

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

foundation and plinth. Ratio 1:7:20.6745.00 % Cft 9227.80

6 5F

Cement concrete plain including placing, compacting, finishing and

curing complete (including screening and washing of stone


6745.00 % Cft 20823.00

NON SCHEDULE

DEEP TUBE WELL 1.00 Nos

1Provision for electric well logging. Rate includes transportation

charges & compiling of data / lithology chart1.00 No 40000.00

2Testing of strata and water samples from PHE Department laboratory

complete in all respect2.00 Nos 1500.00

3 Providing and laying puddle seal 6' long 1.00 No 2000.00

4

Providing and laying sanitary seal (1:1) cement sand slurry in bore

hole and plug the top water layer of water complete in all respect to

entire satisfaction of the engineer incharge.

109.00 Rft 400.00

5 Providing and fitting 2'' i/d GI Pipe 2.5 ft long 2.00 Nos 1100.00

6Providing and fixing 1/2'' i/d thick MS well capwith hinges and

locking arrangements complete in all respect.1.00 No 2000.00

7

Providing and fixing suspension clamp to be found on 12''i/d M.S

housing pipe. Clamp will be made of 4'' wide 1/2 '' thick M.S 4' long

with 6 Nos 3/4'' dia fully threaded nut bolts,washors i/c providing

welding M.S stiffoners providing of P.C.C 1:2:4 block of 4'x4'x2' size

around the housing pipe for grouting in clamp complete in all respect

to the entire satisfaction of engineer incharge.

1.00 P.Job 5000.00

PUMP HOUSE 1.00 Nos

1 Providing and fixing R.S. joist quality Pak made (N. S.) 14.00 P.Rft 850.00

2 Provision for electric fitting / ceiling fan etc. complete 1.00 No 5000.00

PUMPING MACHINERY

1

Supply, installation and testing of vertical tubine pumping unit

(Approved Manufacturers of PHE Deptt:) capable to given a discharge

of 2 cusec of clear water against a total dynamic head of 150 feet

with 90 feet column pipe directly coupled with vertical 3 phase 60

BHP electric motor 400/440 volt with following technical data and

accessores complete in all respect.

i) Accessories

a

Supplying of tool kit comprising of one china spanner set, one china

screw wrench of 12" size, one china insulated pliers 8" size and one

china screw driver set, one grease gun, one lubricating.

34234

7 23 40

12 23 30

Page 3 of 5


b) MCU (Moter Control Unit) for 60 BHP motor with following

accessories.

i) Line Conductor IE (Class AC 3 at 400 volts)

ii) Delta Conductor IE (Class AC 3 at 400 Volts)

iii) Star Conductor IE (Class AC 3 at 400 Volts)

iv) Thermal Over Load Relay, Auto Reset Type.

v) Time Delay Relay (Timer).

vi) Current Transformer.

vii) Ammeter

viii) Main Circuit Breaker

ix) Auxliary Circuit Breaker

x) Connector Strip Ten" Thermal.

xi) Voltmeter Selector Switch 4-Position.

xii) Phase Failure Under/Over Voltage Realy.

xiii) Voltmeter.

xiv) Dry Running Pritection Relay.

C

S/F power wring of 19/0.83" PVC sheathed insulated wire from

energy meter to MCU inflexible PVC pipe in suitable diameter with

brass and connectors.

d)

S/F power feeder from MCU to motor with 19/0.83" core cable

enclosed in suitable diameter GI medium quality with flexible PVC

pipe motor and starter ends alongwith brass end connectors i/c cost

of power wire single core 19/0.83" electric pole to main switch in

side the pump house complete in all respect.

e)

Earthing of motor and other equipment with GI wire in GI pipe 1/4"

dia recessed or on surface of wall and floor with 15 meter long upto

spring of pump house complete.

f)

S/F CI flenged special of BSS quality required delivery ends jointing

with rising main complete in all respect.

g)

S/F base plate of 1/4" thick of suitable size properly groutred in

foundation i/c nuts and bolts complet in all respect.

h)

PCC (1:2:4) foundation of pump and motor as per manufacturae`s

specification with stain less steel nuts and bolt complete in all

respect.

i) S/F 10" i/d CI non return valve BSS on delivery ends

j)

S/F CI Sluice Valves of 10" i/d as per BSS on delivery end complete in

all respect

k) S/F 2-1/2" dia air valve double action.

l) P/F in position pressure guage 0 to 150 Ibs.

m)

Internal electrification of pump house with 16 mm dia PVC pipe

250/440 volts PVC installede 3/0.029" wire 3 Nos. round block of

shallow wood one shallow wood board of 12"x14" size one 9" long

swan neck plain brass/ Steel oxidized (lamp holder on wall type /

pole type) with brass holder on two pins 10/15 ampere and one set

earthing as standard specifications etc: complete in all respect.

n)

S/F delivery pipe 12" i/d (G.I. pipe for pump i/e connection with rising

main as per repuirement complete in all respect.

o)

Motor cable and control shall be improved as recommended by the

manufacturer.

p)

Supplying of test report from Gapco (WAPDA) by the approved

contractors.

q)

Provision made for chain Pulley bock of 5 ton capacity with 5 meter

long chain with steel wire rope and nuts.

a to r, Complete set. With the following conditions

PUMPING MACHINERY

Page 4 of 5


1

Supply, installation and testing of vertical tubine pumping unit

(Approved Manufacturers of PHE Deptt:) capable to given a discharge

of 2 cusec of clear water against a total dynamic head of 150 feet

with 90 feet column pipe directly coupled with vertical 3 phase 60

BHP electric motor 400/440 volt with following technical data and

accessores complete in all respect.

1.00 P.Sets 2150000.00

DISTRIBUTION SYSTEM

1Providing and fixing Dead end plug with PCC 1:2:4 block 1 x1 x1 (N.S)

3.00 No 400.00

2 Construction of sluice valve chamber 3.00 Each 12000.00

3

Providing & fixing sign boards size 4'x4' made of M.S pipe 2.5'' i/d legs with

1'' dia frame i/c cutting welding of M.S sheet 22 gauge 4'x4' including cost of

painting preparing surface of board, coloring, writing words and figure in

Urdu /English including cost of carriage from factory to site works the rate

also including cost of excavation 1.5x1.5 x2'' duly imbended in PCC 1:2:4x

1.5',x1.5' x2''complete in all respect to the entire satisfactions of Engineer

Incharge.

1.00 Each 20000.00

Contractor

Name & Address _____________

____________________________

CONDITIONS: -


EXECUTIVE ENGINEER



GUJRANWALA

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.

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.

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 January 2017 to 30th June 2017., in accordance with Government of the Punjab, Finance Department Notification No. RO9TECH)FD-2-3/2004, dated Lahore the

2nd


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.

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.



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