D.N.I.T FOR RURAL WATER SUPPLY SCHEME CHAK …eproc.punjab.gov.pk/BiddingDocuments/60281_Bid...

1

1

Approximate Cost 7.694 Million

Earnest Money 5% of Bid Price

Time Limit 6 Months.

Ch:N

o

Item

No.

1 4 19c PUMP HOUSE 12'x12' (Repair.)Dismantling cement concrete 1:2:4 plain.

23 % Sft2 25 10+11 Fabrication of heavy steel work,with angle

tees,flate iron ,round iron and sheet iron for

making trusses ,girders,tanks etc. i/c cutting

,drilling revitting,handling assembling and fixing

but excluding erection in position i/c erection

and fitting in position iron trusses ,staging of

water tanks etc.

200 % Kg3 13 5c Preparing surface and painting of doors and

window and C.Windows ; 3 coats any type ( i/c

edges) 122 % Sft4 10 42 Providing and fixing marble strips of any shade

for dividing the mosaic flooring into panels.216 P.Rft

5 10 15 Providing and laying topping of cement concrete

1:2:4 i/c surface finishing and dividing in

pannels. 2" thick 351 % Sft6 11 23 Distemper 3 coats on new surface. 480 % Sft

D.N.I.T FOR RURAL WATER SUPPLY SCHEME CHAK NO. 09/P TEHSIL KHAN

PUR

construction of pump House(Repair) P/Fixing Pumping Machinery,P/Laying Rising Main & Distribution

,Hyphochlornator & Water Materetc. with other allied works.

Sr.N

o

Rate for MRS

1st July; 2016

to 31 Dec:

2016. Description of items Quantity Unit

Rates Quoted

by the

Contractor

53 PUMPING MACHINERY

Supplying, installtion and testing of vertical

turbine pumping unit ( Manufactured by

approved manufactures of HUD & PHED)

capable to give a discharge of 0.25 cusec of

clear water against a total dynamic head of 130

ft. with 60 ft. colunmn pipe directly coupled with

verticle 3 phase 10 BHP electric motor

(Siemens ) 380/440 Volts holllow shaft with

following technicall data and accessories

complete in all respect.

54 1 TECHNICAL DATA

55 a) Type vertical turbine pump

56 b) Discharge 0.25 cusec (Zero Point Two Five)

57 c) Head 130 ft. ( One Hundred & thirty

feet.only )

58 d) BHP 10 (ten)

e) Column Pipe 4" i/d 60 ft. (Sixty feet)

59 a ACCESSORIES

Supplying of tool kit comprising of one china

spanner set, one china screw wrench of 12"

Size, 1 china insulated pliers 8" size and 1 china

screw driver set, 1 grase gun for lubricating.

1 Set60 b Supplying of MCU (motor controll unit) of same

rating as per electric motor consisting of volt

meter ampare meter .relays,transformer,circuit

breaker ,on/off switch ,fuse etc. complete in all

respect

1 No.61 c Installation of MCU on matellic board 4'x3' made

of 1/16" thick MS sheet with 1-1/2x1-1/2x3/16"

angle iron frame dully painted in smoke colour.

1 No.62 e S/F phase indicator i/c cost of brass holder bulb

0 volts and its wiring complete in all respect.1 Job

63 f S/F of electric wiring of suitable size in flexible

PVC pipe (safe & protected ) from energy meter

to MCU to electric motor. 1 Job

64 g Earthing of motor and other equipment using

copper strip charcoal etc. as per specification

using GI wire No.8 SWG in GI pipe 1/2" dia

ressesed or on surface of wall complete ,with

1.5 meters long GI pipe ,2" dia 4-5 meters deep

or upto spring level and 2 meters away from

wall.1 Job

65 h S/F CI flanged special of BSS quality required

on delivery complete in all respect. 1 Job66 i S/F kit kat fuses 0 to 500 volts 3" dia on bord

china made 3 No.67 j S/F base plate of channal 2.50"x2.50" of

suitable size properly grouted in foundation i/c

nuts and bolts complete in al respect. 1 Job68 k PCC (1:2:4) foundation of pump and motor as

per manufacturer's specification with stainless

steel Nuts and Bolts complete in all respect

1 Job69 l S/F 3" i/d CI non return valve BSS on delivery.

1 No.70 m S/F CI sluice valve of 4" i/d as per BSS on

delivery end complete in all respect. 2 No.71 n Internal electification of pump house complete

for lighting inside and out side i/c pluges, and

tube light complete in all respect.1 Job

72 o S/F delivery pipe 4" i/d MS pipe in pump house

10 ft: out side pump house to connect with

rising main complete in all respect.1 Job

74 P Supplying of test report from MEPCO (WAPDA)

by the approved contractors. 1 No.75 q Providing and fixing chain pully block 5 tons

capacity with 5- meter chain complete in all

respect. 1 Job76 one no Complete Set 1450 RPM. 1 P.Set77 Conditions.78 Minimum efficiency of pumping machinery must

be at least 75%79 Two years un conditioned full warranty to be

obtained from contractor/ manufacturer.

80 Physical test for efficiency of pump at the test

bed of manufacture before supply.81 Contractor must mention the name of the

approved manufacturer at the time of submitting

tender.

82 The contractor will install the machinery under

supervision of the manufacturer representative.

83 The MCU will be certified for capability by the

manufacturer of pumping machinery.1 3 44 RISING MAIN/DISTRIBUTION SYSTEM

Earth work excavation of trenches in all kinds of

soil except cutting rock for water supply pipe line

up to 5'' depth G . L. I. /c trimming dressig sides

leveling the beds of trenches to correct grade

cutting its for jiontnig etc :comlete in all respect

224804 %0 Cft

P/L Cutting jointing testing and disinfecting PVC

pipe line of BSS ; working pressure pipes in

tranches complete in all respect:

5" i/d PVC B-Class. 13200 P.Rft

4" i/d PVC B-Class. 1329 P.Rft

3" i/d PVC B-Class.19333 P.Rft

3 23 22 Providing ,laying,cutting,jointing,testing and

disinfecting G.I pipeline in trenches,with

socketsjoints,using G.I pipes of B.S.S 1387-

1967 complete in all respects, with specials and

valves Medium quality.(For canal crossing) 3"

i/d PVC B-Class.200 P.Rft

5" i/d PVC B-Class.

200 P.Rft4 23 28 Providing and fixing cost iron specials of BSS

Class B ( such as bend, tee cross collar,

reducer, tail piece, flanged spigot, flanged

socket, taper, angle branch , plug etc) for cost

iron pipe line complete (C.I flanged special with

flanged and flanged 3" to 6" (75 to 150 mm) i/d

580.76 P.Kg5 23 37 i P/I PVC bend of BSS quality, class-D working

pressure. 4" i/d 8 Each

3" i/d 12 Each

6 23 38 i Providing and installing PVC tees, of BSS class-

D working pressure. 4" i/d 2 Each

3" i/d 48 Each

7 23 40 i Providing and Installing PVC tapered core, of

BSS class-B working pressure 3" to 6" (75 to

150 mm) i/d ( 5" i/d )20 Each

2 23 26

8 23 13 Providing and Installing PVC tapered core, of

BSS class-B working pressure 3" to 6" (75 to

150 mm) i/d (3" i/d ) 10 Each9 23 34a Providing and fitting C.I. flanges on pipes,

including,turning, threading, facing and fitting,

etc. complete in all respects:-a)

3" to 6" (75 to 150 mm) i/d ( 4" i/d )127.04 P.Kg

10 23 33 P/F Air Valve 3" dia. of BSS quality and weight

with flenged joint complete (I/c cost of jointing

materials.) double.8 Each

23 30 P/F S/Valve of BSS quality and weight for class

B' for cost iron pipe line ,and Asbostos cement

pipe line(I/c cost of jointing materials.)

( 5" i/d ) 2 Each

( 4" i/d ) 4 Each12 N.S P/F Non Return Valve for 5" dia PVC. pipe line

(I/c cost of jointing materials.)2 Each

13 6 5 Cement concrete plain i/c placing

,compacting,finishing and curing complete (i/c

screening and washing of stone aggregate)

Ratio 1:2:454 % Cft

14 3 13 Back filling of earth by rehandling of earth work

laid upto single throw of Kassi &/compaction.

179843 %o Cft52 HYPOCLORINATOR AND WATER MATER

Providing and fixing and testing of Hypo

Chlorinator (Chemical metering pump), Capacity

0-30 gallons/day at 100 Psi max injection

pressure fitted with 1/60 HP air cooled heavy

duty electric motor 220 V , 50 Hz , single phase

AC complete with all accessories like bleed

valve and strainer assembly suction tubing,

discharge tubing , foot valve and strainer

assembly with weight, back check valve

assembly solution tanks, injection fitting , wall

brackets etc. complete in all respect.(1.Sets)

1 Each

Providing and fixing and testing of water Kent

Meter i/c all fitting accessories. Complete in all

respect.(1.Sets)1 Each

11

45 3 21 SLUICE VALVE/AIR VALVE CHAMBER 3'X3'

Excavation in foundation of building, bridges

and other structures I/c dag-belling dressing,

refilling around structure with excavated earth

watering and ramming lead upto one

chain(30m) and lift upto 5 ft: (1.5 m) etc:

1200 %0 Cft46 6 3 Cement concrete brick or stone ballast 1-1/2" to

2" guage in foundation and plinth. Ratio 1:6:12150 % Cft

47 7 7 Pacca brick work in other then building upto 10'

hight in cement sand mortor. Ratio 1:5 607.5 % Cft48 11 8 Cement plaster 1:4 upto 20 ft: height 1/2" thick.

1782 % Sft49 6 5 Cement concrete plain i/c placing complacting

,finishing and curing complete.(i/c screening and

washing of stone of aggregates) Ratio 1:2:4

17.28 % Cft50 6 6 Providing and laying reinforced cement concrete

(including prestressed concrete), using course

sand and screened graded and washed

aggregate in required shape and design

including forms, moulds, shuttering, lifting,

compacting, curing, rendering and finishing

exposed surfaces, 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. (3) (C) Type C (nominal

mix 1: 2: 4)91.08 P.Cft

51 6 9 Fabricatin of mild steel reinforcement for cement

concrete including cutting ,bending,laying in

position making joints and fastening I/c cost of

steel reinforcement (also including removal of

rust from bars ) deformed bar. 40 Grade.

278.88 % Kg

NOTE

1

2

3

Any ommision or error therein shall be reffered for interpretation and decision to the

competant authority, which will be final in this respect.

Competent authority reserve the right to reject the tender without assinging any reason.

Lowest contractor has to deposit performance security in the shape of Deposit at call in the

name of undersigned, with in seven days after date of opening of tenders as per Finance

Department Notification NO.RO(TECH)FD-1-2/83(IV)(P) as per detail below.

4

5

6

7

8

Rate below estimated Rates

5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below

Signature of Contractor with full address

2

8.200 Million

5% of Bid Price

Time Limit 6 Months.

S.No.Chap

No.

Items

No.

1 23 1 TRIAL BORE

Boring for tubewell in all types of soil except shingle and

rock, from ground level to 100 ft: (30m) depth, including

sinking and withdrawing of casing pipe, complete.

6" dia. 300 P Rft. 118.10

Minimum efficiency of the pumping machinery must be specific as below.

i) Upto -01-Cusec at least 75%. (ii) More than 1-Cusec at least 80%

Tow years unconditional warranty be obtained form the contractors/manufacturers.

Physical testing and efficiency of the pump at the test bed of manufacturer before supply and

pumping machinery collected by the Department & contractor jointly.

Contractors may mention the make of the approved manufacturer at the time of submitting

theur tenders.

All quality tests perfored & supplied to the department during execution of the scheme.

Performance Security

As per noitification finance

depatment

Executive Engineer

Public Health Engg; Division

Rahim yar khan

D.N.I.T OF RURAL WATER SUPPLY SCHEME 100/1L

TEHSIL KHAN PUR

(Trial Bore, Tube Well , Pump House,Pumping Machinery Rising Main & Distribution System, Hypochlorinator with other

allied work)

Approximate Cost Rs.

Earnest Money Rs.

Rate for MRS 1st

July; 2016 to 31

Dec: 2016. Description of items Qty Unit

Rate Quoted

By The

Contractor.

2 23 2 Boring for tubewell in all types of soil except shingle,

gravel & rock, from a depth of 100.1 ft. to 200 ft. (30 to 60

m) below ground level, including sinking and (30 to 60 m)

below ground level, including sinking and withdrawing of

casing pipe, complete:-

6" dia. 60 P Rft. 184.50

3 23 8 Furnishing samples of water from bore holes.12 P.No 156

4 Ns. Testing charges of water samples.12 Each 1000

1 23 5 TUBE WELL

Direct Rotary / Reverse Rotary drilling of bore for tube

wells in all type of soil except shingle, gravel and rock.

From ground level to 250’ below ground level. 15” to

18”dia 0 to 250'

120 P Rft. 344.15

2 23 7 Providing strong substantially built box of deodar wood

4'x2-1/2'x9"(1200x750x225 mm), with compartments, lock

and locking arranagement, for preserving samples of

strata from bore hole. 1 Each 10583.70

3 23 9 P/Installing fiber glass strainer in tube-well bore holes

including sockets, specials sockets, studs, intergral, Nylon

locking straps, blind pipes with intergral sockets joints to

join the strainer with M.S blind pipe complete 2" i/d.i/c

bail pluge 2' Long 30 P Rft. 2350

4 23 14 Providing and installing M.S. blind pipe socketed / welded

joints, M.S. reducer (where necessary) in tube well bore

hole,i/c joining / welding with strainer etc. complete.

12" dia, 1/4" thick.

90 P Rft. 2186.30

5 N.s P/F in position M.S. suspension clamp M.S flat iron 4'

long embedded i/c (C.C 1:2:4) complete in all respect

12"i/d.1 Each 1326

6 23 18 Shrouding with graded pea gravel 3/8” to 1/8” (10 to 3

mm)around tube well in bore 110 P Cft. 73.55

7 23 17 Testing and developing for tube well 6" dia and above

upto 1.5 cusec discharge pumping upto 72 Hour with

contractor's own machinery and staff including preserving

of water sample after every 24 hrs running etc. complete

in all respect 72 Hours 942.60

8 23 8 Furnishing samples of water from bore holes.3 P.No 156

9 Ns P/F M.S. cap on tube well 12”dia with locking

arrangmewnt 1 Each 790

10 Testing charges of water samples. 3 Each 1000

1 3 21-b PUMP HOUSE 12'x12' WITH VERANDHAExcavation in foundation of building bridges and other

structures, including degbelling, dressing refilling around

structure with excavated earth, watering and ramming

lead upto one chain(30m)and lift upto 5 ft (1.5m) in

ordinary soil. 416 P %0 Cft. 2996.95

2 6 3 Cement concrete brick or stone ballast 11/2'' to 2'' guage

in foundation and plinth ratio 1:6:12. 395.5 P.% Cft. 6952.95

3 7 4 Pacca brick work in 1:6 cement sand morter in foundation

and plinth. 511 P.% Cft. 13272.25

4 6 33 Providing and laying DPC of cement cncrete1:2:4 ( using

cement sand and shingle ) i/c bitumen coating with 2

coats of bitumen 1-1/2" thick 59.063 P % Sft. 3731.35

5 7 5 Pacca brick work in ground floor in 1:6 cement sand

morter. 682 P % Sft. 13887.35

6 3 15Filling, watering and ramming earth under floor.

1138 P %0 Cft. 1427.70

7 7 30 Supplying and filling sand under floor or plugging in well.224 P.% Cft.

8 11 9 Cementer plaster 1:3 upto 20' height 1/2" thick882 P. % Sft. 1043.40

9 10 15-e Providing and laying of topping of cement concrete

1:2:4 i/c surface finishing and dividing in pannels 2"

thick215 P. % Sft.

10 6 6-a(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) (1) Reinforced cement concrete: in roof slab,

columns lintels, girders and other structural members laid

in situ or pre cast laid in position, or pre stressed

members cast in situ, complete in all respect. Type X (

norminal mix) 1:2:4432 P.Cft. 247.70

11 6 9 Fabricatin of mild steel reinforcement for cement concrete

including cutting ,bending,laying in position making joints

and fastening I/c cost of steel reinforcement (also

including removal of rust from bars ) deformed bar.(40

Grade) 1322 P % Kg. 10062

12 25 31 Making and fixing steel grated door with 1/16" thick (1.5

mm) sheeting i/c angle iron frame 2"x2"x3/8" (50x50x10

mm) and 3/4" (20 mm) square bars 4" (100 mm)center to

center with locking arrangement. 28 P . Sft.

13 NS P.F R.S Joist 8" x 4" x 5.5 mm thick duly painted

complete in all respect14 P.Rft

14 25 41 Providing and fixing steel windows with openable glazed

panels, using beam section for frame

1½"x1"x5/8"x1/8"(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 over a thin layer of putty duly

screwed with leaves, brassetc. complete in all respect

fixed with wire gauze 22 SWG glass with 2.5 mm thick.. 32 P . Sft.

15

12 54

Providing and fixing M.S. flat ½"x1/16"x1/8" grill

including ¾" x 1/8" M.S. flat frame in windows of

approved design, including painting three coats complete

in all respect.32 P.Sft

16 11 18+31 Cement pointing struck joints on walls upto 20'(6 m)

height ratio 1:2. i/c extra cost of labour and material for

red oxide pigment..681 P. % Sft. 1293.75

17 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4 inch

earthand 1 inch mud plaster without bhoosa grouted with

cement sand top of RCC. roof slab providing with

bitumen coating sand blinded i/c one layer of polythine

sheet 500 gauge. Ratio 1:3 , 34 lbs.393.56 P. % Sft.

18 11 23 Distemper three coats on new surface wall and

ceiling. 864 P. % Sft.

19 13 5-c Preparing surface and painting of doors and windows any

type (including edges):- three coats.120 P. % Sft.

20 9 14 Khassi parnalas in cement sand mortar out side 12 inch

width finished smooth with a floating coat of neat cement.13 P Rft.

21 9 16 Bottom khurras of brick masonry in cement sand

mortar 1:6 4ft x2ft x41/2inch over 3 inch cement

concrete '1:4:81 Each

22 7 5 Pacca brick work in ground floor (i) cement sand mortar

1:5 .8.00 P.%Cft.

23 10 9 Brick on edge flooring laid in 1:6 cement sand mortor over

a bed of 3/4"(20 mm) cement sand mortor. 1:6394 % Sft.

24 Ns

S/E of ceilling Fan Sweepest Quality1 P.No

53 PUMPING MACHINERY

Supplying, installtion and testing of vertical

turbine pumping unit ( Manufactured by

approved manufactures of HUD & PHED)

capable to give a discharge of 0.25 cusec of

clear water against a total dynamic head of 230

ft. with 60 ft. colunmn pipe directly coupled with

verticle 3 phase 15 BHP electric motor

(Siemens ) 380/440 Volts holllow shaft with

following technicall data and accessories


54 1 TECHNICAL DATA

55 a) Type vertical turbine pump

56 b) Discharge 0.25 cusec (Zero Point Two Five)

57 c) Head 230 ft. ( One Hundred & thirty

feet.only )

58 d) BHP 15

e) Column Pipe 4" i/d 60 ft. (Sixty feet)

59 a ACCESSORIES

Supplying of tool kit comprising of one china

spanner set, one china screw wrench of 12"

Size, 1 china insulated pliers 8" size and 1 china

screw driver set, 1 grase gun for lubricating. 1 Set60 b Supplying of MCU (motor controll unit) of same

rating as per electric motor consisting of volt

meter ampare meter .relays,transformer,circuit

breaker ,on/off switch ,fuse etc. complete in all

respect

1 No.

61 c Installation of MCU on matellic board 4'x3' made

of 1/16" thick MS sheet with 1-1/2x1-1/2x3/16"

angle iron frame dully painted in smoke colour.

1 No.62 e S/F phase indicator i/c cost of brass holder bulb

0 volts and its wiring complete in all respect.1 Job

63 f S/F of electric wiring of suitable size in flexible

PVC pipe (safe & protected ) from energy meter

to MCU to electric motor. 1 Job64 g Earthing of motor and other equipment using

copper strip charcoal etc. as per specification

using GI wire No.8 SWG in GI pipe 1/2" dia

ressesed or on surface of wall complete ,with

1.5 meters long GI pipe ,2" dia 4-5 meters deep

or upto spring level and 2 meters away from

wall.1 Job

65 h S/F CI flanged special of BSS quality required

on delivery complete in all respect. 1 Job66 i S/F kit kat fuses 0 to 500 volts 3" dia on bord

china made 3 No.67 j S/F base plate of channal 2.50"x2.50" of

suitable size properly grouted in foundation i/c

nuts and bolts complete in al respect. 1 Job68 k PCC (1:2:4) foundation of pump and motor as

per manufacturer's specification with stainless

steel Nuts and Bolts complete in all respect

1 Job69 l S/F Sutable i/d CI non return valve BSS on

delivery. 1 No.70 m S/F CI sluice valve of Sutable i/d as per BSS on

delivery end complete in all respect. 2 No.71 n Internal electification of pump house complete

for lighting inside and out side i/c pluges, and

tube light complete in all respect.1 Job

72 o S/F delivery pipe Sutable i/d MS pipe in pump

house 10 ft: out side pump house to connect

with rising main complete in all respect.1 Job

74 P Supplying of test report from MEPCO (WAPDA)

by the approved contractors. 1 No.75 q Providing and fixing chain pully block 5 tons

capacity with 5- meter chain complete in all

respect. 1 Job76 one no Complete Set 1450 RPM. 1 1 P.Set77 Conditions.

78 Minimum efficiency of pumping machinery must

be at least 75%79 Two years un conditioned full warranty to be

obtained from contractor/ manufacturer.

80 Physical test for efficiency of pump at the test

bed of manufacture before supply.81 Contractor must mention the name of the

approved manufacturer at the time of submitting

tender.

82 The contractor will install the machinery under


83 The MCU will be certified for capability by the

manufacturer of pumping machinery.1 3 44 RISING MAIN/DISTRIBUTION SYSTEM

Earth work excavation of trenches in all kinds of soil

except cutting rock for water supply pipe line up to 5''

depth G . L. I. /c trimming dressig sides leveling the beds

of trenches to correct grade cutting its for jiontnig etc

:comlete in all respect .150095 P %0Cft. 2139.45

P/L Cutting jointing testing and disinfecting PVC pipe line

of BSS with '' B''class working pressure pipe in tranches

complet in all respect. 4" dia P.V.C Pipe (D Class) 4000 P.Rft. 147.80

4" dia P.V.C Pipe (B Class) 9425 P.Rft.

3" dia P.V.C Pipe (B Class) 9336 P.Rft.

3 23 22

ii)

Providing, laying, cutting, jointing, testing and disinfecting

G.I. pipeline in trenches, with socket joints, using G.I.

'pipes of B.S.S. 1387-1967 complete in all respects, with

specials and valves. 4" dia. GI pipe Medium Quality

(For Canal crossing)250 P.Rft. 539.90

4 23 28 Providing and fixing cost iron specials of BSS Class B (

such as bend, tee cross collar, reducer, tail piece, flanged

spigot, flanged socket, taper, angle branch , plug etc) for

cost iron pipe line complete (C.I flanged special with

flanged and flanged 472 P.Kg

Providing and installing P.V.C. bends, of B.S.S.Class `D'

working pressure:- etc) 4" i/d (100 mm) 8 Nos. 466.80

3" i/d (100 mm) 10 Nos. 228.45

Providing and installing P.V.C. tees, of B.S.S. Class `D'

working pressure:- etc) PVC Tees 4x4x4 8 Each 953.30

PVC Tees 3x3x3 50 Each 507.10

7 Ns Providing and fixing PVC Reducer. 4"x3" 4 Nos.

8 23 40 Providing and Installing PVC tapered core, of BSS class-

B working pressure 4" i/d

40

P.Rft

9 23 13Providing and installing P.V.C Bail/End plug, in tubewell

bore hole. 3" i/d 10 Nos. 53.65

2 23 26

5 23 37ii

6 23 38 ii

10 23 34 Providing and fitting C.I. flanges on pipes, including

turning, threading, facing and fitting, etc. complete in all

respects:-a)

3" to 6" (75 to 150 mm) i/d 149.73 P.Kg

11 23 33 Providing and fixing, air valve 2½ (65mm) dia of B.S.S.

quality and weight (complete with jointing material)

(Double)9 Nos.

12 23 30 P/F S/Valve of BSS quality and weight for class B' for cost

iron pipe line ,and Asbostos cement pipe line(I/c cost of

jointing materials.). 4" dia 5 Nos. 6642.95

13 N.s P/F Non Return Valve for 4" dia PVC. pipe line (I/c cost of

jointing materials.) 4" i/d

4 Each 5400

14 6 5 Cement concrete plain i/c placing ,compacting,finishing

and curing complete (i/c screening and washing of stone

aggregate) Ratio 1:2:4 34 % Cft.

15 3 13 Back filling of earth by rehandling of earth work lead upto

a single throw of kassi or phorah or shoval.120076 %0Cft.

1 Hyphochlornator & Water Meter (Kent)Providing and fixing and testing of Hypo Chlorinator

(Chemical metering pump), Capacity 0-30 gallons/day at

100 Psi max injection pressure fitted with 1/60 HP air

cooled heavy duty electric motor 220 V , 50 Hz , single

phase AC complete with all accessories like bleed valve

and strainer assembly suction tubing, discharge tubing ,

foot valve and strainer assembly with weight, back check

valve assembly solution tanks, injection fitting , wall

brackets etc. complete in all respect.1 Set

2 Providing and fixing and testing of Water Meter (Kent

made) i/c all fitting accessories. Complete in all respect.1 Set

1 3 21 SLUICE VALVE CHAMBER Excavation in foundation of building, bridges and other

structures I/c dag-belling dressing, refilling around

structure with excavated earth watering and ramming lead

upto one chain(30m) and lift upto 5 ft: (1.5 m) etc:1500 P%o Cft 2996.95

2 6 3 Cement concrete brick or stone ballast 1-1/2" to 2" guage

in foundation and plinth. Ratio 1:6:12

187.50 P % Cft 6952.95

3 7 4 Pacca brick work in foundation and plinth in cement sand

mortor. Ratio 1:5759.37 P% Cft 13964.9

4 11 8 Cement plaster 1:4 upto 20 ft: height 1/2" thick2227.50 P% Sft 1115.55

5 6 5 Cement concrete plain i/c placing complacting ,finishing

and curing complete.(i/c screening and washing of stone

of aggregates) Ratio 1:2:421.6 P% Cft 16422.10

6 6 6 Providing and laying reinforced cement concrete



shape and design, including forms,moulds, shuttering,

lifting, compacting, curing, rendering, and finishing


steel reinforcement, its fabrication and placing in position

etc).




members cast in situ, complete in all respect. Type X (

norminal mix) 1:2:4113.85 P Cft 247.70




including removal of rust from bars ) deformed bar.348.6 P%kg 10062

1 OVER HEAD RESERVOIR 10000 GallonsDesign, construction testing and disinfection of

RCC Over Head reservoir of 10000, imperial Glns.

(Ten thousand imperial Glen). Capacity with

10%extra capacity for free board and dead

storage/silting at bottom. The height of the base

slabof tank shall be 60 ft. (Sixty) feet

above finished ground level which shall be 1-

1/2 feet higher than the average existing

level or otherwise specified i.c cost of all

allied works and items here under from

item i to xi.

(i) Testing of bearing capacity of soil at the proposed site of

over head reservoir from government organization like

Unversity of Engineering and technology Lahore/Taxila,

Building/Road Research Stations Lahore of C&W Deptt:

Irrigation Research Institute Government of Punjab

Lahore.(i) Physical and structural design of the over head reservoir

according to the given parameters of the department by a

structural engineer having qualifications not less than

M.Sc. Structural Engineering (Civil), registered with

Pakistan Engineering Council, the design shall be

approved by the Superintending Engineering PHE Circle

Multan, his decision shall be final. The design shall be

based on the following concrete mixture ratio and allow

able design stressed for concrete and steel.

(a) Compression stress for concrete for all water retaining in

member 600PSI (Mix not weaker than 1:1-1/2:3).

(b) Compression stress for concrete for all other than water

retaining in member 750PSI (Mix not weaker than 1:2:4).

© Tensile stress for steel for 16,000, PSI water rating

members

(d) Tensile stress for steel for 18,000, PSI other than water

rating members.

(e) Min: cover on steel for RCC 3/4" members facing water

rating side.

(ii) Providing laying hosting, testing and disinfection of

medium class MS pipes with flanged joints of size and

thickness as given under for rising delivery, overflow

mains and scour pipe including nuts, bolts, rubber,

insertion sheet with two coats of bituminous painting.

(a) 6" i/d M.S 6-mm thick upto 10 ft from the outer edge of

over head reservoir foundation for rising main

(b) 6" i/d M.S 6-mm thick upto 10 ft from the outer edge of

over head reservoir foundation for delivery.

(c) 6" i/d M.S 6-mm thick upto 10 ft (Min) from the outer edge

of over head reservoir foundation for over flow including

cost of disposal chamber of approved design .

(d) 6" i/d M.S 6-mm thick for scour pipe upto its connection

with the over flow pipe with control valve open able from

stair case landing at least brace level

(iii) P/F testing and disinfecting of flanged C.I/M.S specials

and fittings of fixes corresponding to respective sizes for

rising, delivery and over flow mains and scour pipe such

as bell-mouths with puddles collar, tees, bends, duck

foot bends, complete in all respect.

(iv) P/F 18'' wide M.S. ladder from ground level to top of tank

i/c 3-ft high railing of 1-1/4'' i/d G.l pipe medium quality on

both sides with vertical posts on alternate steps i/c two

coats of grey enamel painting on single coat of red lead

primer competed in all respect.

(v) P/F M.S ladder comprising of sides angle iron size 2-1/2''x

2-1/2"x1/4" with 1-1/2" x3/16" steps at 1-ft c/c necessary

stays, braces etc: and foundation dowels and bolts from

base of tank to top of tank.

(vi) P/F in top slab 2 No. Medium weight C.l manhole covers

with frames of 22" i/d size complete i/c 2 coats of enamel

painting

(vii) P/F in top tank to lightening conductor of appropriate

design i/c 1" x1/8" size copper strip fixed along tank wall,

columns and under ground from lightening conductor to

earthling point at 30 ft (min) away from, outer edge of tank

foundation i/c cost of earthling of approved specification.

(viii) P/F along periphery on top of tank slab, 2-1/2 ft high

railing of 1-1/4" i.d size G.l pipe medium quality having

two horizontal rows and vertical posts spaced not more

than 3-ft centre to centre i/c cost of G.l specials with

painting in grey enamel paint complete in all respect.

(ix) P/L of cement sand grouted brick on edge paving on 1"

thick sand bed laid on properly dressed, compacted and

radically out wards sloping bed upto outer edge of the

over head reservoir foundation or upto 8-ft from the out

edge of columns of the over head reservoir with finished

level of the brick paving in the centre at 6" height above

the plinth level around the over head reservoir, duly

provided with brick masonry on 4" thick 1:6:12 PCC

foundation Toe-wall on the periphery for protection.

Construction of 1No. OHR 10000 Gallon 120 P/G1200000 P/G

(2) Design of OHR & Testing of Soil bearing capacity

through

Consultant

30000 P/Job30000 P.Job

1:-

2:-

3:-

4:-

5:-

6:-

7:-

8:-


5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below

Signature of Contractor

with full address

3

NOTEAny ommision or error therein shall be reffered for interpretation and decision to the competant authority,

which will be final in this respect.


Lowest contractor/firm has to deposit performance security in the shape of Deposit at call in the name of

undersigned, with in seven days after date of opening of tenders as per Finance Department Notification

NO.RO(TECH)FD-1-2/83(IV)(P) as per detail below.

Minimum efficiency of the pumping machinery must be specific as below.

i) Upto -01-Cusec at least 75%

ii) More than 1-Cusec at least 80%

Two years unconditional warranty be obtained form the contractors/manufacturers.

Physical testing and efficiency of the pump at the test bed of manufacturer before supply and pumping

machinery collected by the Department & contractor jointly.

Contractors may mention the make of the approved manufacturer at the time of submitting their tenders.

All quality tests performed & supplied to the department during execution of the scheme.


as per noitification finance

depatment

Executive Engineer

P.H.E. Division R.Y.Khan

4.900 Million

5% of Bid Price

6 Months.

Sr.N

o.

Cha

p:N

o.

Item

No.

1 3 7 SULLAGE CARRIER 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:-

i)ordinary 17719 %oCft

2 6 3 Cement concrete brick or stone ballast 1/1/2" to 2"

gauge 'in foundation and plinth. (1:6:12) 3341 %Cft

3 7 7 Pucca brick work other than building up to 10' height.(In

(1:5) c/s mortar.) 8015.620 %Cft

4 6 5 Cement concrete plain i/c placing, compacting,finishing,

and curing complete i/c screening and washing of stone

aggregate. Ratio 1 : 2 : 4

1127.250 %Cft

5 11 8 1/2" thick cement plaster (1:4) upto 20' height.

14625 %Sft

6 6 6 R.C.C SlabProviding and laying reinforced cement concrete

(including prestressed concrete), using coarse sand and

screened graded and washed aggregate, in required


lifting, compacting, curing, rendering and finishing


steel reinforcement, its fabrication and placing in position,

etc.):-




members cast in situ, complete in all respect. Type C (

norminal mix) 1:2:4 107.25 P.Cft




including removal of rust from bars ) deformed bar.qty.

as per item No. 6, ('c) Deformed bars (Grade-40)

228.25 %Kg

D.N.I.T FOR REHABILITATION AUGMENTATION, SEWERAGE,DRAINAGE

REMAINING PORTION GARHI IKHTYAR KHAN. TEHSIL KHAN PUR DISTRICT

RAHIMYAR KHAN

CONSTRUCTION OF SULLAGE CARRIER SURFACE DRAIN ,BRICK PAVEMENT & SIGN BOARD WITH OTHER

ALLIED WORKS.


Earnest Money Rs.

Time Limit

Rate for MRS 1st

Aug; 2014 to 31

Jan: 2015. Description of items Quantity UnitRates Quoted by

the Contractor

1BRICK PAVEMENT'Earth filling in streets lead upto one mile. 8200 %0 Cft. 3227.35

2 18 19

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. 11097 % Cft. 11478.15

1 3 7(i)

SURFACE DRAINS TYPE-1'Earthwork excavation in open cutting upto 5'-0" (1.5 m)







disposed of and dressed within 50 ft. (15 m) lead. 3568.4 %0 Cft. 2554.35

2 6 3(d)Cement concrete brick or stone ballast 1½ " to 2" gauge,

in foundation and plinth.(1:6:12).1149 % Cft. 7046.55

3 7 4(i)Pacca brick work in foundation and plinth in 1:5 ratio

Cement sand mortar.1722.94 % Cft. 13653.65

4 20 3(b)

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

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

required. All joints to be flush. (1:5 ratio). completely filled

and struck. 4594.50 % Sft. 5809.9

5 20 6(a)

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" thick, as per Engineer's drawing

(excluding excavation):- 3063.00 P. Rft. 73.55

1 3 21

Sign Board Excavation in foundation of building etc; and other

structure i/c re filling around structure & watering and

ramming lift upto 5' in ordinary soil.

3.00 %oCft

2:- 6 5

Cement concrete plain i/c placing, compacting,finishing,


aggregate. Ratio 1 : 2 : 4

2.94 %Cft

3:- 23 22 (i)e



pipes of B.S.S. 1387-1967 complete in all respects, with

specials and valves. 1½\" i/d (40 mm) 2.9mm thick

23.00 P. Rft

4:- 25 10+11

Fabrication of heavy steel work. With angle, tees, flat iron

round iron and sheet iron for making trusses, girders,

tanks, atc, i/c cutting, drilling, revitting, handling,

assembling and fixing, but excluding erectionin in

position. i/c erecting rolled steel beams or rails, erection

for posis etc.(other than in roofs)21.60 %kg

5:- 13 5(d) Painting new surface:-

d) Preparing surface and painting guard bars, gates of

iron bars, gratings, railing (including standards, braces, 24.00 %Sft.

6:- 13 5(e)

Painting new surface preparing surface and painting of

litters, framing skirtings pipes, gutters, and similar linear

work not exceeding 6" (150 mm) girth (3 coats) 23.00 %Rft.

7:- 13 10Writing letters or figures, per letter, per inch (25 mm)

height.

282.00 P.No

1

2

3

4

5

6

7


5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below


with full address

4

9.800 Million

5% of Bid Price

6 Months.














depatment

Executive Engineer


D.N.I.T Construction of new road repair/rehabilitation of existing road and laying of tuff tiles and

repair of lateral sewerage line Mohalla Zareen mohalla pathana, mohalla loharan Khanpur

District R.Y.Khan

PROVIDING LAYING RCC SEWER, TUFF TILE PAVEMENT SIGN BOARD & OTHER ALLIED WORKS.


Earnest Money Rs.

Time Limit

Sr.N

o.

Cha

p:N

o.

Item

No.

1

3 42

RCC Sewers'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'i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 49105 %0 Cft.

2 7 30 Supplying and filling sand under floor or plugging in well. 6507 % Cft.

4

21 3

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

'cement concrete 1:1½:3 conforming to ASTM

'Specification C-76-79, Class II. Wall B, including carriag

'of pipe from factory to site of work, lowering in trenches

to 'correct alignment and grade, jointing with rubber ring

'cutting pipes where necessary, testing, etc., complete i)

(12") i/d 2689 P.Rft

5 3 13(a) Back filling of trunches by rehandling of earth work lead

upto single throw of kassi, phaorah or shoval ,39284 %0 Cft.

1 3 42 MAN HOLE CHAMBEREarth work excavation in open cutting for sewer and

manholes i/c shuttering & timbering in all types of soil

except shingle gravel and rock .

(I) '0' to 7' Depth3808 %0 Cft.

2 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm

to 50 mm) gauge, in foundation and plinth:-

'(b) Ratio 1: 4: 8 654.16 % Cft.

3 7 7+10 Pucca brick work in c/s mortar (1:3) other than buildingin

circular masonry.1973.36 % Cft.

4 6 5 P.C.C. (1:2:4) including placing , compacting ,finishing,&

curing complete i/c screening and washing of stone

aggregate. 511.36 % Cft.

5 11 8 Cement plaster 1:3 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick3206.54 % Sft.

6 21 9 Extra for making and finishing benching floor work in

manhole chamber, with 1/8" (3 mm) thick cement finish.427.38 % Sft.

21 13 P/F 1/1/4"x1/1/4"x3/16" angle iron steps in manholes

chamber complete in all respects.102 Each

7 21 15A Providing and fixing 6" thick R.C.C. manhole cover with

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

Kg. or one maund as per Standard Drawing STD/PD No.

6, of 1977, complete in all respect.34 P. No

Rate for MRS 1st July;

2016 to 31 Dec: 2016.Description of items Quantity Unit

Rates Quoted

by the

Contractor

1 3 42 Gally Grating Chamber 12"x12"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 to 07 384.00 %o Cft

2 21 7 Constructing standard gully grating

chamber,12"x12"complete in all respect.

With CI gully trap ,weighting 81 lbs hinged safety type .2.00 Each

3 21 1 Providing and laying R.C.C. pipe, moulded with cement

concrete 1:1½:3, with spigot socket or collar joint, etc.

including cost of reinforcement, conforming to B.S. 5911:

Part I: 1981, Class "L" including carriage of pipe from

factory to site of work, lowering in trenches to correct

alignment and grade, jointing, cutting pipes where

necessary, finishing and testing, etc., complete.32.00 P Rft

4 3 13 Rehandling of earthwork:

Lead upto a single throw of Kassi, phaorah or shovel. 307.20 %o Cft

1 4 29 Tuff TilesDismantling brick or flagged flooring without concrete

foundation. 16702.00 % Sft.

2 4 19c Dismantling cement concrete 1:2:4 plain.

2132.00 % Cft.

3 6 40 Breaking brick ballast, screening and stacking:- 1-1/2" to

2" guage 4864.00 % Sft.

4 Earth filling in streets lead upto 1/2 mile.

24325.00 %o Cft.


to 50 mm) gauge, in foundation and plinth:- (f)

Ratio 1: 7:20

4864.00 %Sft.



Ratio 1: 7:20

11191.00 %Sft.

7 10 43 Providing and

LayingTuffpavers,having7000PSI,crushingstrengthofappr

ovedmanufacturer,over2"to3"sandcushioni/cgroutingwiths

andinjointsi/cfinishingtorequireslope.completeinallrespect.

(50% Grey / 50% Coloured) 60-mm thick 48649.00 P.Sft.

1 4 19c RAISING OF MANHOLEDismantling cement concrete 1;2;4 plain. 60.80 % Cft.

2 7 7(i)+

10

Pacca Brick work other than building up to 10 ft (3mm)

hight including for pacca brick work in steining of wells or

any other circular masonary.

i) cement sand mortar (1:3)60.80 % Cft.

3 11 8b Cement plaster 1:3 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick104.60 % Sft.

4:- 6 5Cement concrete plain i/c placing, compacting,finishing,


aggregate. Ratio 1 : 2 : 460.80 %Cft




6, of 1977, complete in all respect. 20.00 P. No

1 7 4 REPAIR SURFACE DRAIN Pacca brick work in foundation and plinth in

1:5 ratio Cement sand mortar.512.63 %Cft

2 20 3 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. (1:5 ratio). 2050.50 %Sft

6 6 RCC SLAB 4” THICK AND 10’ LONG Providing and laying reinforced cement concrete




lifting, compacting, curing, rendering,





norminal mix) 1:2:433.00 P.Cft

6 9 Fabricatin of mild steel reinforcement for cement concrete




as per item No. 6, ('c) Deformed bars (Grade-40)101.00 % Kg

14 11

Metalled roadDismantling of existing road edging & soling. 384.00 %Cft

24

45Dismantling and removing road metalling.

6868.00 %Cft

3 25 Compactoin of earth work with power road roller 95% to 100%. 5125.00 %o Cft

5

i

P/L of Sub base course of crushed stone agg: of

approved quality and grade and supply and spreading I/c

placing and mixing and compaction of Sub Base Course

material to required depth camber and grade to achieve

100% maximum modified dry density I/c carriage of all

material to site of work complete in all respect

Relaying of Sub Base of dismantlled material (brick

aggregate) 384.00 %Cft

ii

18

3

Providing and laying sub-base course (without carriage

Only labour rate) 7303.00 %Cft

6

18

5

Providing and laying road edging of 3" (three inches) wide

& 9" (nine inches) deep brick on end complete in all

respect. 2050.00 P.Rft

7 P/L of water bound macadum base course of crushed

stone agg: of approved quality and grade and supply and

spreading of Stone screening I/c placing and mixing and

compaction of Base Course material to required depth

camber and grade to achieve 100% maximum modified

dry density I/c carriage of all material to site of work

except gravel and aggregate. 3417.00 %Cft

9 Providing triple surface treatment to road i/c supply of

bitumen and crushed stone aggregate of approved quality

i/c cleaning of road surface, heating and spraying bitumen

spreading Bajri and rolling with road roller, (i/c its

operation cost fuel and hire charges etc) complete i/c

carriage of all material to site of work using 67 Lbs

Bitumen and 7.50 Cft Bajri per 100 Sft Area complete in

all respect.10250.00 %Sft

1 3 21



ramming lift upto 5' in ordinary soil. 3.00 %oCft

2:- 6 5




3:- 23 22 (i)e




specials and valves. 1½\" i/d (40 mm) 2.9mm thick23.00 P. Rft

4:- 25 10+11






for posis etc.(other than in roofs) 21.60 %kg

5:- 13 5(d)

Painting new surface:-


iron bars, gratings, railing (including standards, braces,

etc.) and in similar open work:-

i) priming coat.

ii) each subsequent coat of paint. 24.00 %Sft.

6:- 13 5(e)



work not exceeding 6" (150 mm) girth (3 coats)23.00 %Rft.


height. 282.00 P.No

1

2

3

4








5

6

7


5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below


with full address

5

7.841 Million

5% of Bid Price

6 Months.

Sr.N

o.

Cha

p:N

o.

Item

No.

RCC SEWER,

Earthwork excavation in open cutting for sewers and





i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 150254.00 %o Cft







depatment

Executive Engineer


D.N.I.T FOR REHABILITATION SEWERAGE AND TUFF TILE CHAK NO.17.P

TEHSIL KHAN PUR DISTT:R.Y.KHAN

PROVIDING LAYING RCC SEWER,DISPOSAL WORKS SULLAGE CARRIER AND

OTHER ALLIED WORKS.


Earnest Money Rs.

Time Limit



Rates Quoted

by the

Contractor

1 3 42

i) 07 ft. to15.0 ft. depth 11182.00 %o Cft

27 30

Supplying and filling sand under floor or plugging in well. 16045 % Cft.

2 NS Providing & Laying Crush stone 3/8" to 1" size laid under

bed of sewer and around the sewer. 1877.00 P. Cft




Part I: 1981, Class \"L\" including carriage of pipe from



necessary, finishing and testing, etc., complete..9" i/d 2817.00 P.Rft


cement concrete 1:1½:3 conforming to ASTM

Specification C-76-79, Class II. Wall B, including carriag

of pipe from factory to site of work, lowering in trenchest

correct alignment and grade, jointing with rubber ring,

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

12") i/d 4209.00 P.Rft

15") i/d 592.00 P.Rft

4 3 13 Bak filling of earth by Rehandling of earthwork lead up to

a single throw of kassi, phaorah or shovel etc complete. 129149.00 %0 Cft

1 3 42 Construction Of Manhole ChamberEarthwork excavation in open cutting for sewers and






2 i) 07 ft. to15 ft.depth 175.00 %o Cft

3 6 3d Cement concrete brick or stone ballast 1½ " to 2" (40 mm


(d) Ratio 1: 6:12 2116.40 % Cft

4 7

7(i)+10

Pacca brick work other than building upto 10ft. (3 m)

height and extra for pacca brick work in steining of wells

or any other circular masonry.

. i) cement, sand mortar: Ratio 1:3 604606.00 % Cft

6 6 5(f) Cement concrete plain including placing, compacting,

finishing and curing complete (including screening

andwashing of stone aggregate):

Ratio 1: 2: 4 1621.11 % Cft

5 11 8(b) Cement plaster 1:3 upto 20' (6.00 m) height:-

½" (13 mm) thick 9803.86 % Sft


manhole chamber, with 1/8" (3 mm) thick cement finish.

1382.70 % Sft

8 21 13 Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle

iron step, in manhole chambers, including carriage and

setting the same in work to correct lines and levels.

290.00 Each

1 3 42

21 3

9 21 15-a Providing and fixing 6" thick R.C.C. manhole cover with



6, of 1977, complete in all respect.110.00 Each

1 3 42 Gally Grating Chamber 12"x12" With Trap

And R.C.C Pipe Complete.Earthwork excavation in open cutting for sewers and





0 to 07 768.00 %o Cft

2 21 7a Constructing standard gully grating chamber, 12"x12"


With CI gully trap ,weighting 81 lbs hinged safety type .

4.00 Each









a single throw of kassi, phaorah or shovel etc complete. 614.40 %o Cft

DISPOSAL WORKS

Screening Chamber (2' x4')Excavation of well in dry up to 20ft. below ground level

disposed off soil with in one chain in ordinary soil.

0' to 5' depth217.00 %o Cft

5' to 10' depth 217.00 %o Cft

7 0.7 Pacca brick work other than building in (1:3) cement

sand morter upto 10' height.164.00 % Cft

10 6

5(c)+1

7

Cement Concrete plain i/c placing compacting finishing

and curing complete i/c screening washing of stone

agrigate extra laboure for skipping concrete in wells.

Ratio 1:1-1/2:3,3.00 % Cft

6 5f Cement concrete plain i/c placing, compacting,finishing,


aggregate.

3.00 % Cft

11 6 35 (iii-

a)

1/2" thick vertical D.P.C in (1:3) cement sand mortar

with one coat of bitumen and two coat of polythene

sheet 500 gauge.(out side) 154.00 % Sft

12 11 7b Cement plaster ½” thick 1: 2 upto 20’ height. 140.00 % Sft

14 25 10+11 Fabrication of heavy steel work, with angle, tees, flat iron,

round iron, & sheet iron for making trusses, girders,

tanks, etc, i/c cutting, drilling, revitting, handling,

assembling and fixing ,

Erection and fitting in position iron trusses, staging of

water tanks, etc. 133.00 %Kg

1 22 . 1

15 6 3d Cement concrete brick or stone ballast 1-1/2" to 2"

gauge,in foundation and plinth

Ratio 1:6:12 17.00 %Cft16 10 9 Dry brick on edge flooring, laid in 1: 6 cement mortar,

over a bed of 3/4" thick cement mortar 1: 6, 35.00 % Sft

COLLECTING TANK 12' DIAExcavation of well in dry up to 20ft. below ground level


0' to 5' depth1273.00 %o Cft

5' to 10' depth 764.00 %o Cft

2 22 9 P/L structural steel work for cutting edge with angle iron

3"x3"x3/8" 101.00 % Kg

3 22 8(b) Providing, making and laying R.C.C. well curb in position

using coarse sand, including all kinds of form, moulds

curing, shuttering, rendering and finishing the exposed

surface, (including screening and washing of aggregate :-

Ratio 1: 1 1/2:3

145.00 P. Cft

7 .7+10+

8

Pacca brick work other than building in (1:3) cement

sand morter upto In circular masonry i/c extra for pacca

brick work setining 10 height.

577.00 % Cft

i i)Circular 10-20 ft hight 232.00 % Cft

9 6 35 Providing and laying vertical damp proof course with

cement sand plaster and bitumen coating:- ii) Ratio 1:3708.00 % Sft

22 3 Wet sinking of well in ordinary soil (value of C up to 5), for

heights below spring level, i/c charges of machinery,

shoring, kentledge, and removal of excavated soil with in

one chain.

0 Ft. to 10 Ft. depth

1005.00 %oCft10 11 8b Cement plaster ½” thick 1:3, upto 20’ height.

566.00 % Sft

13 10 9 Dry brick on edge flooring, laid in 1: 6 cement mortar,


12 6 3 Cement concrete brick or stone ballast 1-1/2" to 2"


Ratio 1:6:12 62.00 %Cft10 6

5(c)+1

7




Ratio 1:1-1/2:3,287.00 % Cft

1 22 1

8

4 6 6 Providing and laying RCC , using coarse sand and


shape and design, i/c forms, moulds, shuttering, lifting,

compacting, curing redering and finishing exposed

surface, complete ( but excluding the cost of steel

reinforcement, its fabrication and placing in position,

complete. i)

(a) (I).Reinforced cement concrete in roof slab , beams ,

columns , lintels , girders and other structural members

laid in situ or pre cast laid in position , or pre stressed

members cast in situ , complete in all respect. Type C

(nominal mix 1: 2 : 4 .

72.00 P.Cft

12 6 6 a-ii

( a ) ( ii )Reinforcement cement concrete in slab

of rafts / strip foundation ; base slab of column

and retaining walls ; etc, and other structural

member , complete in all respect. (Type C

nominal mix 1: 2 : 4 ) 88.00 P.Cft5 6 9 Fabricatin of mild steel reinforcement for cement concrete



including removal of rust from bars ) deformed bar.(Grade-

40) 553.00 % Kg

7 5 Pump HousePacca brick work on ground floor up to 10' height. Ratio

1:5 280.00 %Cft

11 6 6

Providing and laying reinforced cement concrete

( i/c pre stressed concrete ) , using coarse sand

and screened graded and washed aggregate, in

required shape and design, i/c forms, moulds,

shuttering, lifting, compacting, curing rendering

and finishing .

(a) (I).Reinforced cement concrete in roof slab ,

beams , columns , lintels , girders and other

structural members laid in situ or pre cast laid in

position , or pre stressed members cast in situ ,

complete in all respect. Type C (nominal mix 1:

2 : 4 . 57.00 P.Cft

13 6 9

Fabrication of mild steel reinforcement for

cement concrete, i/c cutting, bending, laying in

position, making joints and fastenings, i/c cost

of binding wire and labour charges for bending

of steel reinforcement ( also includes removal of

rust from bars ) Deformed bars (Grade-40)175.00 %Kg

20 11 9 Cement plaster ½” thick 1: 4, upto 20’ height. 679.00 %Sft

15 25 41 b

P/Fixing steel window with openable glazed

panels making beams section for frame 1 ½

“x1”x5/8” section for leaves ¾”x1”x3/8” T-

section 1”x1” x1/8”embedded over a thin layer of

putty duly screed with leaves brass fittings holds

fast, duly painted complete 12.00 P.sft

14 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

23 13 5 c

Painting of new surface, preparing surface and

painting of doors and windows any type, three

coat. 80.00 %Sft

17 9 5

Single layer of tiles 9”x1 ½ “x1 ½ “ laid over 4”

earth and 1” mud plaster with out bhoosa

grouted with cement sand 1:3 on top of RCC

roof cement RCC provided work 34 LBS

bitumen coating sand grouted. 85.00 %Sft

18 9 14

Kassi Parnalas in cement sand mortor 1:2 12”

out side width finished smooth with and floating

coat of neat cement. 9.00 P.Rft

19 9 16

Bottom khurras or brick masonry in cement

mortor 1:6:4” x2”x4” over 3” cement concrete

1:4:8 1.00 P.No.

22 11 25 a White washing new surface three costs 679.00 %Sft

Pumping MachineryProviding & installing of Non-clogging Sullage

Pump of approved Manufacturer 0.50 cusec

discharge 40' head coupled with high speed

diesel Engine 16 HP ( China Model) or as per

discharge of head requirement of good quality.

The cost also includes foundation Pad of P.C.C

(1:2:4) 2'/c Nut, bolts, suction and delivery pipe

of required size. (1 set)1.00 Each

1 3 21 Discharge Sump (4' x 4')Excavation in foundation of building ,bridges and other

structures i/c dag bailing dressing , refilling around the

structures with earth watering and ramming lead upto one

chain and lift upto 5' in ordinary soil.103.00 %o Cft

2 6 3 Cement concrete brick or stone ballast 1.5" to 2" guage in

foundation and plinth 1:6:12 32.00 % Cft

3 7 4 Pacca brick work in foundation and plinth cement sand

mortar 1:3 134.00 % Cft

4 11 7 1/2" thick cement plaster (1:2) upto 20ft: height. 227.00 % Sft

5 6 5 Cement concrete plain 1:2:4 i/c placing ,compacting

,finishing and curing complete ( i/c screening and washing

of stone aggregate .) 4.00 % Cft

1 3 7 SULLAGE CARRIER Earthwork excavation in open cutting upto 5'-0\" (1.5 m)








i)ordinary

240 %oCft




(1:5) c/s mortar.) 112.500 %Cft




5 11 8 1/2" thick cement plaster (1:4) upto 20' height. 180 %Sft

6 6 6 R.C.C SlabProviding and laying reinforced cement concrete







etc.):-










as per item No. 6, ('c) Deformed bars (Grade-40)50.50 %Kg

1

2

3

4

5

6

7












5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below

6

14.999 Million

5% of Bid Price

12 Months.

Sr.N

o.

Cha

p:N

o.

Item

No.

1

3 42







7.0 ft.15 .ft depth 6395 %0 Cft.

2 S/F Sand under bed of Sewer and around sewer line. 4415 % Cft.

P/L Sand under Crush stone 1/4" to 1" laid bed of Sewer

and around sewer line. 5135 P. Cft.

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






necessary, finishing and testing, etc., complete.

i) (9") i/d 347 P.Rft



depatment

D.N.I.T CONSTRUCTION OF NEW ROAD REPAIR

/REHABILITIATION OF EXISITNG ROAD AND LAYING OF TUFFTILES AND REPAIR OF LATRIAL SWERAGE LINE

BASTI LASHKARI KHANPUR



Earnest Money Rs.

Time Limit



Rates Quoted

by the

Contractor

21 3






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

i) (12") i/d1526 P.Rft

ii) (15") i/d1620 P.Rft



3 42 MAN HOLE CHAMBEREarth work excavation in open cutting for sewer and



(I) '0' to 7' Depth5701 %0 Cft.

07' to 15" Depth 500 %0 Cft.



'(b) Ratio 1: 4: 8 1019.72 % Cft.







b) ½" (13 mm) thick5568.65 % Sft.














0 to 07 576.00 %o Cft




4

1










1 4 29 Tuff TilesDismantling brick or flagged flooring without concrete

foundation. 27590.00 % Sft.

2 4 19c Dismantling cement concrete 1:2:4 plain.

1545.00 % Cft.


2" guage 8034.00 % Sft.


33418.00 %o Cft.



Ratio 1: 7:20

8034.00 %Sft.



Ratio 1: 7:20

14021.00 %Sft.

7 10 43 ProvidingandlayingTuffpavers,having7000PSI,crushingstr

engthofapprovedmanufacturer,over2"to3"sandcushioni/cg

routingwithsandinjointsi/cfinishingtorequireslope.complete

inallrespect.(50% Grey / 50% Coloured) 60-mm thick 66835.00 P.Sft.


2 7 7(i)+

10





3 11 8b Cement plaster 1:3 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick83.68 % Sft.








13 6

Metalled road

Regular Excavation Dressed16932.00 %o Cft

2 3 25 Compactoin of earth work with power road roller 95% to 100%. 10200.00 %o Cft

3 Transportation of earth all types i/d Lead upto 2 mille.16932.00 %o Cft

4







10200.00 %Cft

5

18 5 Providing and laying road edging of 3" (three inches) wide


















1 3 21




2:- 6 5




3:- 23 22 (i)e





4:- 25 10+11







5:- 13 5(d)





i) priming coat.


6:- 13 5(e)





height. 282.00 P.No

NOTE

1

2

3

4

5

6

7


5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below


with full address

7

16.881 Million

Any ommision or error therein shall be reffered for interpretation and decision to the competant authority,













depatment

Executive Engineer


D.N.I.T CONSTRUCTION OF NEW ROAD REPAIR /REHABILITIATION OF EXISITNG ROAD AND

LAYING OF TUFFTILES AND REPAIR OF LATRIAL SWERAGE LINE DOUABA COLONY, BANK

COLONY, REHAMN PURA, NEW AKHTAR ABAD,

WARD # 7 TEHSIL KHANPUR



5% of Bid Price

12 Months.

Sr.N

o.

Cha

p:N

o.

Item

No.

3 42







7.0 ft to 15' depth. 6751 %0 Cft.

2 7 30 Supplying and filling sand under floor or plugging in well. 9836 % Cft.

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






necessary, finishing and testing, etc., complete. 2274 P.Rft

4

21 3






'cutting pipes where necessary, testing, etc., complete i)

(12") i/d 2110 P.Rft



1 3 42 MAN HOLE CHAMBEREarth work excavation in open cutting for sewer and



(I) '0' to 7' Depth8652 %0 Cft.

7.0 ft to 15' depth.265.60 %0 Cft.



'(b) Ratio 1: 4: 8 1539.20 % Cft.







b) ½" (13 mm) thick7267.84 % Sft.



Earnest Money Rs.

Time Limit



Rates Quoted

by the

Contractor

1












0 to 07 768.00 %o Cft













1 Tuff TilesDismantling brick or flagged flooring without concrete

foundation.

17410.00 % Sft.

2 Dismantling cement concrete 1:2:4 plain.

1520.00 % Cft.


2" guage 5070.00 % Sft.


7530.00 %o Cft.



Ratio 1: 7:20

5070.00 %Sft.



Ratio 1: 7:20

15848.00 %Sft.

7 10 43 ProvidingandlayingTuffpavers,having7000PSI,crushingstr

engthofapprovedmanufacturer,over2"to3"sandcushioni/cg

routingwithsandinjointsi/cfinishingtorequireslope.complete

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

63388.00 P.Sft.

1Metalled roadDismantling of existing road edging & soling. 2042.00 %Cft

2 Dismantling and removing road metalling.5478.00 %Cft

Regular Excavation Dressed3300.00 %o Cft

Compactoin of earth work with power road roller 95% to 100%. 3300.00 %o Cft

4

Earth Work in ordinary soil for embankment including

ploughing and mixing with blade grade or discharrow or

other suitable equipment and compaction by mechanical

means at optimum moisture content and dressing to

design section compacted to 85% maximum modified

AASHO dry density lead upto 3.00 mile 6005.00 %o Cft

5

i







Relaying of Sub Base of dismantlled material (brick

aggregate) 3300.00 %Cft

6

Providing and laying road edging of 3" (three inches) wide



















2 7 7(i)+

10






b) ½" (13 mm) thick183.05 % Sft.



aggregate. Ratio 1 : 2 : 4106.40 %cft





1 3 21




2:- 6 5




3:- 23 22 (i)e





4:- 25 10+11







5:- 13 5(d)





i) priming coat.


6:- 13 5(e)





height. 800.00 P.No

1

2

3

4

5

6

7


5% 5%

6% 6%

7% 7%

8% 8%

9% 9%













10% or below


with full address

8

9.480 Million

5% of Bid Price

12 Months.

Sr.N

o.

Cha

p:N

o.

Item

No.

RCC SEWER,








2 NS Providing & Laying Crush stone 3/8" to 1" size laid under

bed of sewer and around the sewer. 15292.00 P. Cft

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






380mm (15") i/d 900.00 P.Rft

(18") i/d 349.00 P.Rft

(21") i/d 2322.00 P.Rft


a single throw of kassi, phaorah or shovel etc complete. 152206.00 %0 Cft


depatment

Executive Engineer


D.N.I.T RURAL SEWERAGE SCHEME, TUFFTILES BASTI DHOOP SARI

TEHSIL KHAN PUR DISTT:R.Y.KHAN

PROVIDING LAYING RCC SEWER,DISPOSAL WORKS OTHER ALLIED WORKS.


Earnest Money Rs.

Time Limit



Rates Quoted

by the

Contractor

1 3 42

3 21

1 3 42 Construction Of Manhole ChamberEarthwork excavation in open cutting for sewers and






2 i) 07 ft. to15 ft.depth 2613.67 %o Cft

3 6 3d Cement concrete brick or stone ballast 1½ " to 2" (40 mm


(d) Ratio 1: 6:12 673.40 % Cft

4 7

7(i)+10

Pacca brick work other than building upto 10ft. (3 m)

height and extra for pacca brick work in steining of wells

or any other circular masonry.

. i) cement, sand mortar: Ratio 1:3 4610.55 % Cft

6 6 5(f) Cement concrete plain including placing, compacting,

finishing and curing complete (including screening

andwashing of stone aggregate):

Ratio 1: 2: 4 611.35 % Cft

5 11 8(b) Cement plaster 1:3 upto 20' (6.00 m) height:-

½" (13 mm) thick 7434.83 % Sft


manhole chamber, with 1/8" (3 mm) thick cement finish.

439.95 % Sft




158.00 Each





1 3 42 Gally Grating Chamber 12"x12" With Trap

And R.C.C Pipe Complete.Earthwork excavation in open cutting for sewers and





0 to 07 768.00 %o Cft

2 21 7a Constructing standard gully grating chamber, 12"x12"


With CI gully trap ,weighting 81 lbs hinged safety type .

4.00 Each









a single throw of kassi, phaorah or shovel etc complete. 614.40 %o Cft

DISPOSAL WORKS

Screening Chamber (2' x6')Excavation of well in dry up to 20ft. below ground level


0' to 5' depth1416.00 %o Cft

5' to 10' depth 1416.00 %o Cft


3"x3"x3/8" 203.00 % Kg





Ratio 1: 1 1/2:3

139.00 P. Cft







complete. i)






15.00 P.Cft5 6 6 (a)(ii) Reinforced cement concrete in slab of rafts /

stripfoundation, base slab of column and retaining walls;

etc and other structural members other than those

mentioned in5(a) (i) above not requiring form work (i.e.

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

(nominal mix 1: 2: 4) 62.00 P.Cft6 6 9 Fabricatin of mild steel reinforcement for cement concrete




40) 432.00 % Kg

7 .7+10 Pacca brick work other than building in (1:3) cement

sand morter upto 10' height.

i)Straight 268.00 % Cft

i i)Circular 278.00 % Cft

7 .7+8 Pacca brick work other than building in (1:3) cement

sand morter upto 10-20' height.

Add extra labour on item No. 7, for every 10ft.(3 m)

additional height, or part thereof.

i)Straight 58.00 % Cft

i i)Circular 128.00 % Cft

9 22 2 2 Dry sinking of well, including loading, and removing

excavated material within one chain (30 m):i) from 10' to

15'(3.0 to 4.5 m) depth in ordinary soil

802.00 %o Cft

1 22 . 1

7

8

10 6

5(c)+1

7




Ratio 1:1-1/2:3,211.00 % Cft

11 6 35 (iii-

a)

1/2" thick vertical D.P.C in (1:3) cement sand mortar

with one coat of bitumen and two coat of polythene

sheet 500 gauge.(out side) 679.00 % Sft

12 11 8b Cement plaster ½” thick 1: 3, upto 20’ height. 709.00 % Sft

13 11 18+31 Cement pointing struck joints, on walls, upto

20' (6.00 m) hiehgt:

Extra cost of labour and material for red oxide pigment in

cement pointing to match with the colour of bricks.119.00 % Sft

14 25 10+13 Fabrication of heavy steel work, with angle, tees, flat iron,

round iron, & sheet iron for making trusses, girders,

tanks, etc, i/c cutting, drilling, revitting, handling,

assembling and fixing ,

Erection and fitting in position iron trusses, staging of

water tanks, etc. 434.00 %Kg

15 6 3d Cement concrete brick or stone ballast 1-1/2" to 2"







26.00 Each












20 21 3 Providing and laying R.C.C. pipe sewers, moulded with






(21") i/d 32.00 P.Rft

21 Rehandling of earthwork etc complete.

3840.00 %0 Cft

22 N.S Providing Fixing Pen stock 1.75' x1.75' victoria design

with stainless steel shaft 12' long and base plate

complete. 1.00 Each

23 18 13 Providing and fixing G.I. pipe railing, as per standard

drawing. of 3 rows of pipe 61.00 P.Rft

19 3 42

COLLECTING TANK 20' DIAExcavation of well in dry up to 20ft. below ground level


0' to 5' depth3190.00 %o Cft

5' to 10' depth 3190.00 %o Cft


3"x3"x3/8" 408.00 % Kg





Ratio 1: 1 1/2:3

171.00 P. Cft







complete. i)






129.00 P.Cft5 6 9 Fabricatin of mild steel reinforcement for cement concrete




40) 600.00 % Kg

Pacca brick work other than building in (1:3) cement

sand morter upto 10' height.

00 ft to 10 ft 1018.00 % Cft

10 ft to 20 ft 880.00 % Cft

7 22 2 2 Dry sinking of well, including loading, and removing

excavated material within one chain (30 m):i) from 10' to

15'(3.0 to 4.5 m) depth in ordinary soil

4006.00 %o Cft

8 6 5c Cement concrete plain i/c placing,

compacting,finishing, and curing complete i/c

screening and washing of stone aggregate.

Ratio 1 : 2 : 4 752.00 %Cft9 6 35 Providing and laying vertical damp proof course with

cement sand plaster and bitumen coating:- ii) Ratio 1:31544.00 % Sft

10 11 8b Cement plaster ½” thick 1:3, upto 20’ height.

1068.00 % Sft

11 11 18+31 Cement pointing struck joints, on walls, upto

20' (6.00 m) hiehgt:

Extra cost of labour and material for red oxide pigment in

cement pointing to match with the colour of bricks.210.00 % Sft

1 22 1

6 7 7+10

12 6 3 Cement concrete brick or stone ballast 1-1/2" to 2"







20.00 Each

15 18 13 Providing and fixing G.I. pipe railing, as per standard

drawing. of 3 rows of pipe 48.00 P.Rft

22 1

Pump House1 Nos.

Excavation of well in dry in ordinary soil upto 20’

below ground level, and disposal of soil with in

one chain. 0 Ft. to 5 Ft. depth1308.00 %oCft

5 Ft. to 10 Ft. depth 1308.00 %oCft

2 22 9Providing and fixing structural steel for cutting

edge, with angle iron 3” x3” x 3/8”. 260.00 %Kg

3 22 8 b

Providing, making and laying 1: 1-1/2: 3. R. C.

C. well curb in position, using coarse sand, i/c

all kinds of form, moulds, curing, shuttering,

rendering and finishing the exposed surface, (

i/c screening and washing of aggregate.)122.46 P.Cft

4 7 7+9Pacca brick work 1:3 cement sand mortar other

then building up to 10 Ft height 645.00 %Cft

5 7 7+8 ii) 10' to 20' height 466.00 %Cft

6 6 35 b

Providing and laying ¾” thick vertical damp

proof course with 1:3 cement sand plaster and

2 coats of bitumen . 865.07 %Sft

7 22 22-a

Dry sinking of well in ordinary soil I/c loading

and removing excavated material with in one

chain.10 Ft. to 15 Ft. depth1364.34 %oCft

8 6 5+17

Cement concrete plain 1 :2 :4 i/c placing,

compacting , finishing and curing complete ( i/c

screening and washing of stone aggregate). i/c

extra labour for skipping concrete in wells.

308.00 %Cft

9 6 33

Providing and laying 2” damp proof course of

cement concrete 1:2:4 ( using cement, sand and

shingle) with 2 coats of bitumen. 46.41 %Sft

10 7 7iPacca brick work on ground floor upto 10’ height

in 1:5 cement sand mortor above P.L. 455.48 %Cft

1

11 6 6

Providing and laying reinforced cement concrete

( i/c pre stressed concrete ) , using coarse sand

and screened graded and washed aggregate, in

required shape and design, i/c forms, moulds,

shuttering, lifting, compacting, curing rendering

and finishing .

(a) (I).Reinforced cement concrete in roof slab ,

beams , columns , lintels , girders and other

structural members laid in situ or pre cast laid in

position , or pre stressed members cast in situ ,

complete in all respect. Type C (nominal mix 1:

2 : 4 . 288.14 P.Cft

12 6 6 a-ii

( a ) ( ii )Reinforcement cement concrete in slab

of rafts / strip foundation ; base slab of column

and retaining walls ; etc, and other structural

member , complete in all respect. (Type C

nominal mix 1: 2 : 4 ) 81.76 P.Cft

13 6 9

Fabrication of mild steel reinforcement for

cement concrete, i/c cutting, bending, laying in

position, making joints and fastenings, i/c cost

of binding wire and labour charges for bending

of steel reinforcement ( also includes removal of

rust from bars ) Deformed bars (Grade-40)984.73 %Kg

14 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

15 25 41 b

P/Fixing steel window with openable glazed

panels making beams section for frame 1 ½

“x1”x5/8” section for leaves ¾”x1”x3/8” T-

section 1”x1” x1/8”embedded over a thin layer of

putty duly screed with leaves brass fittings holds

fast, duly painted complete 54.00 P.sft

16 12 54

Providing and fixing M. S. flat 1/2”x 1/8” grill, i/c

3 /4”x 1/8” M.S. flat frame, in windows of

approved design, i/c painting 3 coats, complete

in all respect. 54.00 P.sft

17 9 5

Single layer of tiles 9”x1 ½ “x1 ½ “ laid over 4”

earth and 1” mud plaster with out bhoosa

grouted with cement sand 1:3 on top of RCC

roof cement RCC provided work 34 LBS

bitumen coating sand grouted. 261.69 %Sft

18 9 14

Kassi Parnalas in cement sand mortor 1:2 12”

out side width finished smooth with and floating

coat of neat cement. 12.00 P.Rft

19 9 16

Bottom khurras or brick masonry in cement

mortor 1:6:4” x2”x4” over 3” cement concrete

1:4:8 1.00 P.No.

20 11 8 b Cement plaster ½” thick 1: 3, upto 20’ height. 176.00 %Sft

21 11 18+31

Cement pointing struck joints on wall upto 20'

height ratio 1:2 i/c extra cost of labour and

material for red oxide pigment in cement

pointing to match with the colour of bricks. 537.43 %Sft

22 11 25 a White washing new surface three costs 1584.00 %Sft

23 13 5 c

Painting of new surface, preparing surface and

painting of doors and windows any type, three

coat. 116.00 %Sft

24 10 9

Brick on edge flooring, laid in 1: 6 cement

mortar, over a bed of 3/4" thick cement mortar

1: 6, 153.21 %Sft

25 6 3Cement concrete brick or stone ballast 1- 1/2" to

2" gauge in foundation and plinth.(1:6:12)18.28 %Cft

26 25 39

Providing and fixing stair railing of 2½" (63 mm)

i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm)

square M.S. bars 2'-9" (838 mm) high, fixed in

each step, complete in all respects, including

painting, polishing three coats. 39.09 P.Rft

27 N SProviding and Fixing R.S.joist, with necessary

masonary work. 14.25 P.Rft

114 (i)Pumping Machinery

115 N S

Supply, installation and testing of centrifugal

sullage pump (approved manufacturers of

PHED) capable of discharging 1.500-Cfs

against a total head of 40.-Ft alongwith 15-BHP

electric motor, complete with all accessories /

allied works. i/c Automization system (auto On -

Off control system) 1.00 Set.

Technical DATA

Type = Centrifugal sullage pump

Discharge = 1.50 Cusec

Head = 40 Ft

Motor Speed = 960 RPM

Motor BHP = 15 BHP

a

Supply 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 gun. 1 Set.

b

Motor Control Unit type MCU-ASD (Automatic

Star Delta) manufactured by the manufacturer

of pumping machinery consisting of main circuit

breaker, contactors, overload relay, over/under

voltage protection relay, phase failure and

phase reversal protection, voltmeter, ampere

meter, indicating bulbs for on/ overload/volt

protection, current transformers, on/off push

buttons and lockable steel cabinet containing all

the above components.1 Set.

c

S/F power wiring of suitable size conduit pipe in

best quality PVC sheathed insulated wire from

energy meter/transformer to main switch to

starter inflexible PVC pipe in suitable diameter

with brass end connectors. (required length) (4

core 7/0.064) 1.00 Jop

d

S/F power feeder from MCU to motor with

suitable size, 4 core cable enclosed in suitable

diameter G.I medium quality pipe with flexible

PVC pipe alongwith brass end connectors.

(required length) ( 4 core 7/0.064)1.00 Job

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

level and meter away from the plinth of pump

house complete in all respect. (Tee 1-No, bend

2-No., Flanges 6-No.) 6"i/d 1.00 Job

f(i) P/F CI 8"i/d sluice valve 2-Nos. 1.00 Job

f(ii) P/F 10"i/d non return valve 1-No. 1.00 Job

g

S/F base plate of 2'x2'x1/4' of suitable size

properly grouted in foundation i/c nuts and bolts

complete in all respect.i/c painting 2 coat of

enomal paint. 1.00 Job

h

PCC (1:2:4) foundation of pump and motor as

per manufacture's size specification with stain

less steel nuts and bolt complete in all respect. 1.00 Job

i

Internal electrification of pump house with

plastic button 220/440 volts PVC insulating

3/0.029" wire in best quality conduit pipe, board

best quality, water proof light out side the pump

house and energy saver 24 watt (Philips/Osran)

2-Nos and earthing of premises complete in all

respect. 1.00 Job

nSupplying of test report from MEPCO (WAPDA)

by the approved contractor. 1.00 No.

oNote:- The pumping machinery shall meet the

following minimum requirements:-

iMininum efficiency of pumping machinery must

be specified at least 80%.

iiTwo years unconditional full warranty be

provided at the time of submitting Tender.

iiiDate of warraanty will be started when the

scheme is commissioned.

ivPhysical test for efficiency of pump test bed of

manufacturer before supply.

vThe contractor will install the machinery under


vi

Contractor must mention the name of approved

manacturer at the time of submitting the tender

otherwise the contractor will be bound to install

the machinery as per direction of Engineer in

charge.

viiThe MCU will be certified for capability by the

manacuturer of pumping machinery.

2Chain pully block 5 tonns capacity, 10 ft chain

length. 1.00 Set.

R

Contractor shall submitt the following

information in their technical submittal for

pumping machinery for approval from S.E. PHE

Circle Bahawal pur

iPumps performance curves / system head

curves.

ii

Detailed technical specification of pumping

machinery based on international standards for

pump and motors.

iiiOperation and maintenance manual of pumping

machinery.

iv Installation manual of pumping machinery.

v List of spare parts.

viComplete schematic diagram of pumping

equipment.

vii

Contractor shall mention the name of the

manufacturer in their bid.The bid having no

mention of the manufacturer name shall be

considered as no-responsive and shall not be

considered for evaluation.

viiiThe Engineer incharge shall mention above

information in bidding documents.

Complete Set 1.00 Set.

1 3 42

INTER CONNECTION

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

to 7’ depth. 1260.00 %o Cft

2

Providing ,laying, cutting, Jointing testing

disinfecting pipeling in trenches with D.I pipe

complet in all respect.8"i/d30.00 P.Rft

5 23 29

Providing and fixing cast iron special of B.S.S.

Class `B' (such as bend, tee cross collar,

reducer, tail piece flanged spigot, cap, flanged

socket, taper, angle branch, plug etc.) for cast

iron pipe line , complete:- C.I. flanged specials,

with flanged etc.8" to 12".360.00 P.Kg

6 23 34a

Providing and fitting C.I. flanges on pipes,

including turning, threading, facing and fitting,

etc. complete in all b) 8" to 12" (200 to 300 mm)

i/d 126.00 P.Kg

8 3 13 aRehandling of earth up to single through of

kassi Take 80% be rehandling. 1008.00 %o Cft1 3 21 Discharge Sump (4' x 4')

Excavation in foundation of building ,bridges and other

structures i/c dag bailing dressing , refilling around the

structures with earth watering and ramming lead upto one

chain and lift upto 5' in ordinary soil.103.00 %o Cft

2 6 3 Cement concrete brick or stone ballast 1.5" to 2" guage in

foundation and plinth 1:6:12 32.00 % Cft

3 7 4 Pacca brick work in foundation and plinth cement sand

mortar 1:3 134.00 % Cft

4 11 7 1/2" thick cement plaster (1:2) upto 20ft: height. 227.00 % Sft

5 6 5 Cement concrete plain 1:2:4 i/c placing ,compacting

,finishing and curing complete ( i/c screening and washing

of stone aggregate .) 4.00 % Cft

1 3 41

Force Main 16" Dia

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 graval and rock.

0 ft. to 7.0 ft. (0 to 2.10 m) depth3000.00 %0cft

2 N S

Providing and Laying Asbestos cement pipe line

of B.S.S. in trenches, with comet joint and

rubber ring, complete in all respects including

cast iron specials / fittings cast iron specials /

fittings.For sewage conveyance. i/d cost of S.R

Cement & Epoxy Coating. 12" i/d150.00 P.Rft

6Supplying and filling sand under and around the

pipe. 866.00 % Cft

153 3 13

Rehandling of earthwork: )

Lead upto a single throw of Kassi, phaorah or

shovel 2400 %0cft1 3 7 SULLAGE CARRIER

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








i)ordinary

900 %oCft




(1:5) c/s mortar.) 375.000 %Cft




5 11 8 1/2" thick cement plaster (1:4) upto 20' height. 750 %Sft

6 6 6 Providing and laying reinforced cement concrete







etc.):-










as per item No. 6, ('c) Deformed bars (Grade-40)63.00 %Kg

1



2

3

4

5

6

7


5% 5%

6% 6%

7% 7%

8% 8%

9% 9%

10% or below



depatment









D.N.I.T FOR RURAL WATER SUPPLY SCHEME CHAK …eproc.punjab.gov.pk/BiddingDocuments/60281_Bid...

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Transcript of D.N.I.T FOR RURAL WATER SUPPLY SCHEME CHAK …eproc.punjab.gov.pk/BiddingDocuments/60281_Bid...