Design of Water Supply KRK

file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls

TEHSIL MUNICIPAL ADMINISTRATION KASUR

ROUGH COST ESTIMATE

FOR

URBAN WATER SUPPLY SCHEME

KOT RADHA KISHEN

TEHSIL KASUR

DISTRICT KASUR

Estimated Cost Rs. 19.339 Millions


ROUGH COST ESTIMATEFOR

URBAN WATER SUPPLY SCHEME

KOT RADHA KISHEN

GENERAL ABSTRACT OF COST

1 SUB HEAD NO 1 Rs. 1897800

2 SUB HEAD NO 2 PUMPING CHAMBER 12' x 12' Rs. 420000

3 SUB HEAD NO 3 PUMPING MACHINERY Rs. 1875000

4 SUB HEAD NO 4 RISING MAIN Rs. 464000

5 SUB HEAD NO 5 DISTRIBUTION SYSTEM Rs. 7586800

6 SUB HEAD NO 6 ELECTRIC CONNECTION Rs. 750000

7 SUB HEAD NO 7 ROAD CUT Rs. 125000

8 SUB HEAD NO 8 CANAL CROSSING Rs. 157500

9 SUB HEAD NO 9 Rs. 5500000

Total Rs. 18776100

Add 2% contingencies & 1% Petty Establishment charges. Rs. 563283

G. Total Rs. 19339383

Say Rs.

Tehsil Officer (I&S) Tehsil Municipal Officer Tehsil Municipal Administration Tehsil Municipal Administration

Kasur Kasur

TUBE WELL BORING AND CONVERSION INTO TUBE WELLS

UPGRADING AND REPAIR OF DISPOSAL WORK

19.339 Millions

HISTORY AND REPORT

LOCATION

AMENITIES

EXISTING WATER SUPPLY SYSTEM

PROPOSAL

DESIGN OF SCHEME

Population as per census 1998 39555 Persons3.31% Increase of Population up to 2000 2619 " "

Total. 42174 " " 3.31% Increase of Population up to 2005 6980 " "

Total. 491543.31% Increase of Population up to 2015 16270 " "

Total. 65424 " "

Say 65500 " "

DAILY WATER DEMAND

Projected Population up to the Year 2015 65500 Persons

Consumption/ Head/ Day 12 GallonsAverage Daily Demand 786000 " " Maximum Daily Demand.1.5 time of average day demand 1179000 " "

Say 1179000 " "

DESIGN OF TUBE WELL.

ESTIMATE FRAMED IN THE OFFICE OF TEHSIL MUNICIPAL OFFICER TEHSIL MUNICIPAL ADMINISTRATION FOR THE EXPENSES OF WATER SUPPLY SCHEME KOT RADHA KISHEN , TEHSIL & DISTRICT KASUR

The Town Kot Radha Kishen is an important Town of Tehsil Kasur and built up on a flat terrain with the soil of the surrounding which is very fertile. The peoples of The Town are mostly farmers except very few in service or in business. the town is built up in a most compact manner and is expanding. An irrigation distributory named thurk wind flowing through the town. the perennial flow of the distributor is 72 cusecs.

The town is located on the Chunian Raiwind Road and Lahore Karachi Railway line. Its distance from Lahore 56 Km. the town is also connected through metalled road to its Tehsil and District head quarter Kasur. the distance from the Kasur is 40 Km. it consists of two union councils and is bounded by vast agricultural land specially known for wheat, grams, maize and fodder of all kind. the under ground water of the town is hard and brackish.

the town has higher secondary school each for boys and girls. A veterinary hospital is also functioning the town. electric supply and telephone facilities are available in the town. A police station is located for keeping the low and order situation under proper control.

At present only 4 tube wells 0.50 cusecs each are supplying water to the entire town. Which do not fulfill the requirement of inhabitants

It has been proposed to install 6 Nos. deep tube well up to 500’ depth where sweet potable water is expected. The water will be pumped from tube well and will be conveyed through a pipe net work and will be distributed through house connections. Due to increasing of water consumption the old disposal work shall be upgraded and required special repair

Maximum Daily Demand. 1179000 GallonsProposed Pumping Hours per day 12 HoursDischarge/ Hour. 98250 Gln/HrDischarge in Cusecs 4.37 Cusecs

Say 5.00 " "

Existing Tube Wells 4 0.5 2 " "

Proposed Tube Wells 3.00 " "

Hence provide 3 No. Tube Well of 1 cusecs capacity is proposed

to be installed

Discharge of Tube Well 1.00 CusecsProposed Dia of Strainer 10 InchesSlot Opening = 10% Area of Strainer. 10.00 PercentEntrance Velocity 0.05 Ft/ Sec

76 Feet

Say 76 " "

Hance Bross Strainer of 10 Inches i/d 76 length is proposed to be installed

Discharge of Tube Well 1.00 Cusecs

0.535 x √Q x 12 0.535 x √Discharge x 12 6.42 Inches

Say 8 " "

Hance provide 8 Inches i/d A.C Pipe for Rising Main up to Distribution System

HEAD LOSS IN RISING MAIN.

Size of Rising Main. 8 InchesArea of Pipe 0.349 Sft.

Velocity Q/A Discharge / Area 2.87 Ft/Sec

Length of Rising Main 500 Feet

30.00 Feet

DYNAMIC HEAD OF PUMP

1 Spring Level 60.00 Feet2 Draw Down 25.00 " " 3 Difference of Ground Level 10.00 " "

4 Head Losses in Rising Main 30.00 " " 5 Safe Delivery Head 20.00 " "

Total. 145.00 " "

Say 150.00 " "

DESIGN OF MOTOR

Discharge of Tube Well 1 CusecsDynamic Head of Pump 150.00 " "

DESIGN OF STRAINER.

Head Losses

Q PVAs

Discharge Perimeter x Velocity x Slot Area

DESIGN OF RISING MAIN.

Size of Rising Main

Head Losses

4flv² 2gd

4x0.01 x Length of Pipe x (Volicity)² 2 x 32.2 x size of pipe

BHP of Electric Motor 28.36 BHPSay 30 " "

Column Pipe1 Spring Level 60.00 Feet

2 Draw Down 25.00 " "

Total. 85.00 " "

Say 90.00 " "

SCOPE OF WORK

this estimate has been provided with the following scope of work :-

1 Tube Well 1 Cusecs Discharge 3.00 No

2 Pumping Chamber 12’ x 12’ 3.00 " " 3 Pumping Machinery 1 Cusecs 3.00 Set4 Rising Main

8" i/d AC Pipe 500 Rft

5 Distribution System6" i/d AC Pipe 2480 " "

4" i/d AC Pipe 1480 " " 3" i/d AC Pipe 2465 " "

6 External Electric Connection 3.00 Job

SPECIFICATIONS

RATES

COST

FUNDSThe funds will be provided by the Government of the Punjab.

TIME

Execution Agency

Tehsil Officer (I&S) Tehsil Municipal Officer Tehsil Municipal Administration Tehsil Municipal Administration

Q x w x H 550 x E

Discharge x Density x Head 550 x Efficiency

Hance Provide 30 BHP Electrical Motor Coupled with 1 Cusecs Capacity Vertical Turbine Pump of 150 Ft. Head with 90 Colmn Pipe

The work will be carried out according to Public Health Engineering Department and B & R/ PWD specification.

The rates of standardized items of work provided in this estimate are based on “Market Rate System” adopted by the Government of Punjab. Finance Department on the rates notified for the month November, 2005 rates for the Non standard item have been as per prevalent market raters

The Total cost of this estimate has been worked out amountaing to Rs.19.339 Millions which includes 2% contingencies & 1% petty establishment charges.

The execution of the project will be completed with in a period of one year provided that full funds are made available by the Govt.

The work shall be got executed by the Public Health Engineering Department after calling competitive Tender amongst the approved contractors of the Department.

Kasur Kasur

SUB HEAD NO. 1

TUBE WELL BORING AND ITS CONVERSION

Description of ItemMeasurements

Un

it

No L B H

1

1 250 -- -- 250

P.

Rft

463.90 115975

1 250 -- -- 250 610.10 152525

2

1 -- -- -- 1 P.

Cft

5505.60 5506

3 Furnishing samples of water from Bore hole.2 -- -- 2 E

ach

156.00 312

4

1 -- -- -- 1 Ea

ch

2249.25 2249

5

1 80 -- -- 80 P.

Rft

902.95 72236

6

1 300 -- -- 300

P.

Rft 407.15 122145

1 120 -- -- 120 746.10 89532

7

0.7

86

1.50 1.50 500 884

P.C

ft

35.60 23734

Deduct Area of blind Pipe and strainer 0.7

86

0.7 0.7 300 116

Deduct Area of Housing Pipe and strainer 0.7

86

1.04 1.04 120 102Total 667

8

1 72 -- -- 72 P.

Ho

ur

305.35 21985

9

1 2 -- -- 2 P.

Se

t

600.00 1200

10

1 72 -- -- 72 P.

Ho

ur

300.00 21600

11

1 1 -- -- 1 P.J

ob

600.00 600

12

1 1 -- -- 1 Ea

ch

3000.00 3000Total 632599

Say 632600

Sr. No.

Qu

an

titi

es R

ate

in

R

up

ee

s

Am

ou

nt

in

Ru

pe

es

Direct rotary/ reverse rotary drilling of bore for tube wells in all types of soils expect shingle gravel and rock. 1. From ground level to 250' below ground Level .(15’’ to 18’’) 2. Exceeding 250’ below depth ground level. (15’’ to 18’’)

Providing strong substantially built box of deodar wood 4’x2-1/2’x9’’ with compartment, lock and locking arrangement for preserving sample of strata from bore hole

Providing and installing M/S bail plug 10 Inches i/d 2' long in tube well bore hole.

Providing and installing brass strainer In tube well bore whole including sockets Special sockets stud etc complete 10 Inches I/d ¼’’ thick

Providing and installing M/S blind pipe Socketed /welded joints M.S reducer (Whole necessary) in tube well bore hole including jointing /welding with strainer etc complete. 10’’i/d 3/16’’ thick 12’’ i/d 1/4’’thick

Shrouding with graded pea gravel 3/8’’to 1/8’’ around tube well in bore hole.

Testing and Development of tube well 72 hours . Provision made for testing charges of water samples from PHED lab.2 sets

Hire charges of air compressor and accessories also along with fuel charges and staff for developing of tube well continuously. For 72 Hour (N.S)

Providing and fixing ½’’ I/d thick M.S Cap for 12’’ I/d housing pipe by means of lock and locking arrangements (N.S) 1-job @ Rs 600/-Each Providing and fixing suspension clamp for 12’’ I/d casing pipe made of 4’’ wide thick 4’’long fabricated M.S flat iron with two arms each 18’’ long with 4 no nuts and bolts .Rates also includes the cost of providing, placing P.C.C 1:2:4 black of 4x4x2 size completing with all required. The entire satisfaction of the engineer-in-charge.

3.00 Ea

ch

632600 1897800Provide 500 Feet Deep Tub Well and it's Coversion, with 1 Cusecs Capacity Vertical Turbine Pump of 150 Ft. Head

Sub Head No. 2

CONSTRUCTION OF PUMPING CHAMBER SIZE 12’X12’

Description of Item

Measurements

Qu

an

titi

es

Un

it

No L B H

1

4 12.75 2.875 3.00 440 %o

Cft

1129.90 497

24 12.75 2.875 1.00 147

% C

ft

4159.60 89431 11.625 11.625 0.50 68

Total 215

3

4 12.75 1.875 0.50 48

% C

ft5730.80 13926

4 12.75 1.50 0.50 38

4 12.75 1.125 2.50 143

Masonry Steps1 4.50 3.00 0.50 7

1 4.50 2.00 0.50 5

1 4.50 1.00 0.50 2Total 243

4

4 12.75 0.75 -- 38

% S

ft

1823.20 693Total 38

5

4 12.75 0.75 12 459

% C

ft

6066.05 27661

Parapet 4 12.75 0.75 1 38

2 3.00 0.75 1 52nd Step 2 2.00 0.75 1 33rd Step 2 1.00 0.75 1 2

Total 507Deduction Door 1 4.00 0.75 7.00 21Window 2 4.00 0.75 4 24Lintel 3 5.00 0.75 0.50 6

Net Total 456

6

1 13.50 13.50 0.50 91

% C

ft

151.15 15266

Lintel over Doors 3 5.50 0.75 0.50 6Shades 3 5.50 1.50 0.17 4

Net Total 101

Sr. No.

Ra

te i

n

Ru

pe

es

Am

ou

nt

in

Ru

pe

es

Excavation in foundation of building, bridges and other structure dabbling dressing and refilling around the structure with excavated earth, watering and ramming lead up to 1.chain and lift up to 5’ in ordinary soil.

Cement concrete brick or stone ballast 1 ½” to 2" gauge in foundation and plinth ratio 1:6:12.

Pacca brick work in foundation and plinth In cement sand mortar ratio 1:5.1st step

2nd Step

3rd Step

1st Step

2nd Step

3rd Step

Providing damp proof course of cement Concrete (1:2:4) (using cement sand and shingle) Including bitumen Coating with 1-coat of bitumen And one coat of polythene Sheet 500 gauge thick.

Pacca brick work in ground floor cement sand Mortar ratio (1:5) Walls

Pillar for RS JoistIst Step

P/L reinforcement cement concert in roof slab of Raft/ strip foundation base slab of column and retaining Walls etc and structural members other than those Mentioned in 5(a) above not required form work Complete in all respect type-c nominal mix 1:2:4.Slab in Roof

7

101 6.75 2.20 310 % K

gs

4846.56 15024

8

1 4.00 7.00 -- 28 P.

Sft

385.60 10797

9

2 4.00 4.00 -- 32 P.

Sft

194.55 6226

104 12.00 12.00 -- 576

% S

ft

705.95 6657

Out Side 4 14.25 1.50 -- 86ParapetInner Side 4 12.00 1.00 -- 48Top 4 12.75 0.75 -- 38Outer Side 4 13.50 1.50 -- 81StapesTop 3 4.50 1.00 -- 14

1 10.50 0.50 -- 5

1 8.50 0.50 -- 4

1 6.50 0.50 -- 3Shades 6 5.50 1.50 -- 50RS Joist Pillar Top 2 1.00 0.75 -- 2" " 8 0.50 0.75 -- 3

2 7.50 1.00 -- 15

2 5.50 1.00 -- 11

2 3.50 1.00 -- 7Total 943

114 12 12 -- 576

% S

ft

706.95 5090Roof 1 12 12 -- 144

Total 720

124 13.5 13 -- 702

% S

ft

769.9 4943

Deduction:Door 1 4 7 -- 28Windows 2 4 4 -- 32

Net Total 642

13 Khurra on roof 2'x 2'x 6'1 -- -- -- 1 E

ach

770.9 771

14

1 14 -- -- 14 P.

Rft

39.45 552

15

2 -- -- -- 2 Ea

ch

321.60 643

16

1 12 12 -- 144 % S

ft

2702.85 3892

17

1 11.625 11.625 1.17 158 % C

ft

3162.85 500

18

4 12 -- -- 48 P.

Rft

5.30 254

Fabrication of mild steel reinforcement for cement Concrete including cutting bending lying in position Making joints and fastenings including cost of Binding wire and labor charges for binding of steel Reinforcement also includes removal of rust from bars. Deformed bars

Making and fixing steel grated doors, with 116 thick Sheeting locking arrangement angle iron frame 2x2x3/8 And ¾ square bars 4 center to center

P/F steel windows with openable panels, using beam Section form 1-1/2x5/8x1/8 Z-section for leaves ¾ X1x3/4 x18 glass panes wooden screed for glazing etc Complete in all respect

Cement plaster 1:4 up to 20 height ½ thickInside

Sides (1st Step)

" " (2nd Step)

" " (3rd Step)

Sides (1st Step)

" " (2nd Step)

" " (3rd Step)

White washing 3-coats(chapter 11 items 25.a.ii) In Side Chamber

Cement pointing struck jointing on walls up to 20 height ratio (1:2)

Kassi pernala in cement sand mortar (1:2) 12" Width smooth with floating complete.

Bottom Khuras of brick masonry in cement and sand motor (1:6) 4x2x4.5 over 3 cement Concrete 1:4:8

Single layer of tiles 9”x 4 ½”x1 ½” laid over 4" earth 1 mud plaster without bhoosa grouted with cement sand motor (1:3) top of RCC roof slab provided with 34 lbs bitumen coating sand blinding

Filling watering and ramming earth under floors extra lead up to 5 miles

Providing and fixing marble strips 5 mm thick of any shade for dividing the mosaic flooring In to panels. Size 1 ½”x 3/8”

19

1 12 12 -- 144 % S

ft

3530.00 5083

204 17.25 3 0.33 68 1650.30 1122

21

4 17.25 3 -- 207 % S

ft

3136.50 6493

22

1 14 -- -- 14 P.

Rft

255.00 3570

23

1 -- -- -- 1 P.

Job

1300.00 1300Total 139903

Say 140000

PUMPING CHAMBER SIZE 12’X12’ 3.00 Ea

ch

140000 420000

1½ Thick mosaic flooring consisting of ½ mosaics Topping of one part of cement and marble powder In the ratio of 3:1 and two parts of marble chips, laid Over 1(25mm) thick floor of 1:2:4 cement concrete Including rubbing and polishing complete with finish.

Dry rammed brick and stone ballast 1 ½ % 2 gauge %

C

ft

Brick on edge flooring laid in 1:6 cement mortar over a bed of ¼ thick cement mortar (1:6)

Providing and fixing RS joist size 4 x8 as per B.S.S Heavy duty.

Providing made for electric fitting/ ceiling fan sweep Etc complete

Sub Head No. 3

Pumping Machinery

Description

Qu

an

tity

Un

it

1

3.00 Set 625000 1875000

Total 1875000

Sr. No.

Ra

te i

n

Ru

pe

es

Am

ou

nt

in

Ru

pe

es

Supplying and installation of vertical turbine pump of approved manufacturer, capable to give discharge of clear water of 0.5 Cusec with 90 Rft settings, against a total dynamic head of 200 ft, directly coupled with 3-phase 50 cycles 400/440volts 1450 RPM 20.00 (twenty) BHP hollow shaft A.C electric motor (Comprised on the Following items of works). Rate including providing, fixing 1.2 thick 2' x 2' size M.S bed plate Duly fixed on P.C.C 1:2:4 foundation of 3x3x1 ½ or suitable size To be grouted in foundation.

Providing & erection of ASD motor control unit (MUC) comprising On main circuit breaker, connectors, over load relay, over/under Voltage protection relay, phase failure & phase reversal protection, Volt meter, ampere meter, indication bulbuls for on/over load/volt Protection/all faults which are likely to be accrued in the pump set Current transformer, on off push buttons all contained in lockable Steel cabinet Providing and fixing 8 i/d C.I sluice valve, 8; i/d C.I non return Valve, 8 i/d 45 C.I plain bend duck foot bent & 8 i/d M.S pipe of Medium B.S.S wall thickness up to apron of chamber & making Connection with rising main out side the chamber.

P/F main switch 500 AMP (Siemons).The cost of internal electrification from MCU to electric motor with P.V.C insulated, P.V.C Sheathed copper conductor cable of 7/.064 concealed with2 i/d P.V.C conduct pipe i/c internal/external wiring of pumping chamber Up to 4 Nos light points and power plug water tight bracket. The electric motor will be safe guarded against short circuit. With 2 Points earthling arrangements with ¾ thick G.I pipe and required Gauge copper wire Providing and fixing 8 i/d C.I sluice valve, 8; i/d C.I non return Valve, 8 i/d 45 C.I plain bend duck foot bent & 8 i/d M.S pipe of Medium B.S.S wall thickness up to apron of chamber & making Connection with rising main out side the chamber. welded with 8x8x1/4 copper plate to be grouted At spring level char coal & salt including digging & filling of pit of Required size as per specification. Obtaining electric fitness report from WAPDA approved contractor.

P/FPressure gauge, depth gauge panel board with copper tubing. Complete In all respects to the entire satisfaction of the engineer in charge.Supply and erection of copper conductor cable for service connection In prelaid pipe/G.l wire/Trenches etc P.V.C insulated 4core 660/ 1100 Volts armed cable19/052” size. Provision made for chain pulley bock of 3 ton capacity with 5 meter long chain with steel wire rope and u-ts.

SUB HEAD 4

RISING MAIN

Description of Item

Measurements

Qu

an

titi

es

Un

it

No L B H

1

1 2150 2.5 -- 5375 % S

ft

107.70 5789

2

1 2150 2.5 3.5 18813 %o

Cft

945.10 177802

3

1 2150 -- -- 2150 P.

Rft

120.15 258323

4

1 40 -- -- 40

P.

Kg

47.95 3357Bend 8"x 8" 1 30 -- -- 30

Total 70

5

1 -- -- -- 1 Ea

ch

5865.20 5865

6

1 -- -- -- 1 Ea

ch

5854.65 5855

7

80

%

18813 15050 %o

Cft

269.30 4053

8

80

%

18813 15050 %o

Cft

195.35 2940Total 463984

Say 464000

Sr. No.

Ra

te i

n

Ru

pe

es

Am

ou

nt

in

Ru

pe

es

Dismantling brick brick or flagged flooring with out concrete foundation8” i/d

Excavating of trenches for water supply pipe Line in all Type of soil except cutting of rock Complete in all respected8” i/d

Providing laying cutting jointing testing and disinfecting for Asbestos Cement Pipe pipe B.S.S class B Working pressure. 8” 1/d AC Pipe

Providing & Fixing Cast Iron SpecialsTee 8"x 6"x 6"

P/F sluice valve of BSS quality and weight for Asbestos cement pipe line with comet joint and rubber ring complete (i/c cost of jointing material)8” i/d

Provision made for sluice valve and air valves masonry chamber i/c angle iron frame of 1.5”x1.5”x3/16” covered with M.S sheet 1/16” thick with lock and locking arrangement (NS)

Rehandling of earth work

Compaction of earth work( all types of soils)


SUB HEAD 4

DISTRIBUTION SYSTEM

Description of Item

Measurements

Qu

an

titi

es

Un

it

No L B H

1

1 5500 2 -- 11000

% S

ft

107.70

4” i/d 1 9100 2 -- 182003” i/d 1 74985 2 -- 149970

Total 179170

2

1 5500 2 3 33000

%o

Cft

945.10

4” i/d 1 9100 2 3 546003” i/d 1 74985 2 3 449910

Total 537510

3

1 5500 -- -- 5500 P.

Rft

121

4

1 9100 -- -- 9100

P.

Rft 72.00

3” I/d PVC Pipe 1 74985 -- -- 74985 48.30

5

-- -- -- -- -- 10

%

4942476

6

2 -- -- -- 2 Ea

ch

4816.70

7

4 -- -- -- 4 Ea

ch

3618.85

8 -- -- -- 8 Ea

ch

2615.30

8

2 -- -- -- 2 Ea

ch

4790.00

9

11 -- -- -- 11 Ea

ch

5854.65

10

80% 537510 430008 %o

Cft

269.30

11

80% 537510 430008 %o

Cft

195.35

Sr. No.

Ra

te i

n

Ru

pe

es

Dismantling brick or flagged flooring with out concrete foundation6” i/d

Excavating of trenches for water supply pipe Line in all Type of soil except cutting of rock Complete in all respected6” i/d

Providing laying cutting jointing testing and disinfecting for Asbestos Cement Pipe B.S.S class B Working pressure. 6” 1/d AC Pipe

Providing laying cutting jointing testing and disinfecting P. V.C pipe B.S.S class B Working pressure. 4” I/d PVC Pipe

Providing & Fixing Cast Iron Specials upto 6” i/dTake 10% of item 3&4

P/F sluice valve of BSS quality and weight for Asbestos cement pipe line with comet joint and rubber ring complete (i/c cost of jointing material)6” i/d

P/F sluice valve of BSS quality and weight class ‘B’ working pressure for PVC pipe for complete 4’’ i/d .

P/F sluice valve of BSS quality and weight class ‘B’ working pressure for PVC pipe for complete 3’’ i/d .

P/F air valve 2.5” i/d of BSS quality and weight class ‘B’ working pressure for PVC pipe for (complete with jointing material)

Provision made for sluice valve and air valves masonry chamber i/c angle iron frame of 1.5”x1.5”x3/16” covered with M.S sheet 1/16” thick with lock and locking arrangement (NS)

Rehandling of earth work

Compaction of earth work( all types of soils)


12

1 179170 -- 179170 % S

ft

630.80Total

Say

Restoration of brick soling as per item 1 above.


192966

508001

665500

6552003621776

494248

9633

14475

20922

9580

64401

115801

84002

Am

ou

nt

in

Ru

pe

es


113020475867097586800


SUB HAED NO.5

ELECTRIC CONNECTION

Description of Item

Qu

an

titi

es

Un

it

1

3.00 Job 250000 750000

Total 750000

Sr. No.

Ra

te i

n

Ru

pe

es

Am

ou

nt

in

Ru

pe

es

Provision for the electric connection i/c cost of transformer and other all type of material required at the site of work etc.(payment to WAPDA)

SUB HAED NO. 7

ROAD CUT

Sr. No. Description of Item

Qu

an

titi

es

Un

it

1

5.00 Job 25000 125000

Total 125000

Ra

te i

n

Ru

pe

es

Am

ou

nt

in

Ru

pe

es

Road cuts for water supply pipe line at verious points for joing the grid line of water supply system

SUB HAED NO. 8

CANAL CROSSING

Sr. No. Description of Item

Qu

an

titi

es

Un

it

1

150.00 Rft 1050

Total

Ra

te i

n

Ru

pe

es

Providing and fixing MS pipe 6"i/d 1/4" thick for canal crossing i/c cost of external surface treatment of pipe (bitumen coating and polythine sheet wrapping on the surface)

SUB HAED NO. 8

CANAL CROSSING

157500

157500

Am

ou

nt

in

Ru

pe

es

SUB HEAD NO. 9

Upgrading and Repair of Disposal Work

Description of Item

Qu

an

titi

es

Un

it

1

1.00 Job 3000000 3000000

2

1.00 Job 2500000 2500000

Total 5500000

Sr. No.

Ra

te i

n

Ru

pe

es

Am

ou

nt

in

Ru

pe

es

DISPOSAL NO. 1

Construction of new collecting tank and repair of old one, special repair of two pumping chambers i/c replacement of their roofs, providing and fixing of one set new machinery complete special repair of screening chamber and boundary wall and main gate and construction of one new servant quarter and special repair of existing and raising of courtyard

DISPOSAL NO. 2

Construction of new boundary wall and special repair of old servant quarter i/c replacement of their doors windows and roofs, special repair of pumping chambers i/c replacement of his roofs, providing and fixing of one set new machinery complete, special repair of screening chamber and main gate and construction of one new servant quarter and special repair of existing and raising of courtyard

Sub Head No. 1 Sullage Carrier

Description of Item No Measurements

Uni

t

L. B. H.

1 2 3 4 5 6 7 8 9.00 10

12 300 0.75 0.625 281.25

100

Cft

.

538.55 1515

Total 281.25

2

2 300 0.75 1.25 562.50

Rft

6226.85

35026

Total 562.50

3

Construction of Sullage Carrier 2.00' span1 200 -- --

200.00

Rft 484.75 96950

-- --

-- --

-- --

Total 200.00

4

3 10 2.33 0.50 34.95

Cft 128.75 4500

Total 34.95

534.95 6.75 1/112 - 2.11

Cw

t.

2702.25 5692

Total 2.11Total 142168

Deduct Cost of Old Material 281.25 650.00 1828

Net Total 140340

Sr. No.

Quantities

Rate in Rupees

Amount in

Rupees

Dismantling brick work in lime or cement morter

Pacca brick work in Foundation and plinthRatio 1:5(Chapter 7 Page1 Item 4 i)

Providing and laying reinforced cement concrete in roof slab, beams, Columns, lintel, Girders & other structural member , complete in all respects type-C (Nominal mix) Ratio 1:2:4(Chapter 6 Page 2 Item 6ai)

Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, i/c cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars) deformed bars.(Chapter 6 Page 4 Item 9b)

100 Cft.

HYDRADRAULIC STATEMENT FOR URBAN WATER SUPPLY SCHEMES

.NO

.

NA

ME

OF

LIN

E

LE

NT

H O

F L

INE

PO

PU

LA

TIO

N 30.00 44.33

ON

LIN

E

OT

HE

R

TO

TA

L

74

.33

1 100 -- 72 72 100 7200 0.40 0.90 6.09 8 2.58 4.34 0.43 0.04 0.47 100.00 100.20 0.20 100.00 99.33 55.67 55.002 400 6 36 42 100 4200 0.23 0.52 4.63 6 2.65 6.11 2.44 0.24 2.68 100.20 100.70 0.50 99.25 96.07 54.92 51.74

3 200 5 -- 5 100 500 0.03 0.07 1.7 3 1.43 3.56 0.71 0.07 0.78 100.70 101.50 0.80 95.44 93.86 51.11 49.53

4 600 7 24 31 100 3100 0.17 0.38 3.96 4 4.35 24.68 14.81 1.48 16.29 100.70 103.25 2.55 95.44 76.60 51.11 32.27

5 500 4 -- 4 100 400 0.02 0.05 1.44 3 1.02 1.81 0.91 0.09 1.00 103.25 101.50 -1.75 90.19 90.94 45.86 46.61

6 1500 20 -- 20 100 2000 0.11 0.25 3.21 4 2.86 10.67 16.01 1.60 17.61 103.25 101.50 -1.75 90.19 74.33 45.86 30.00

7 1100 8 13 21 100 2100 0.12 0.27 3.34 4 3.09 12.45 13.70 1.37 15.07 100.20 104.50 4.30 99.25 79.88 54.92 35.55

8 700 5 -- 5 100 500 0.03 0.07 1.7 3 1.43 3.56 2.49 0.25 2.74 104.50 101.50 -3.00 92.68 92.94 48.35 48.61

9 400 4 -- 4 100 400 0.02 0.05 1.44 3 1.02 1.81 0.72 0.07 0.79 101.50 100.00 -1.50 89.13 89.84 44.80 45.51

### 450 9 5 14 100 1400 0.08 0.18 2.72 3 3.67 23.42 10.54 1.05 11.59 101.50 100.00 -1.50 90.13 80.04 45.80 35.71

Hight of OHR 55.67 Feet

Say 60.00 Feet

Sub Engineer Sub Divisional Officer Executive EngineerPHE Sub Division Narowal PHE Division Narowal

SERVED AREA

DE

NS

ITY

OF

P

OP

UL

AT

ION

DIS

CH

AR

GE

30

G

PC

D

PE

AK

DIS

CH

. @

2.2

5 T

IME

CA

LC

UL

AT

ED

S

IZE

IN

IN

CH

ES

PR

OP

OS

ED

S

IZE

IN

IN

CH

ES

VE

LO

CIT

Y

FT

./S

EC

:

HE

AD

LO

SS

/1

00

0 F

T.

HE

AD

LO

SS

IN

L

INE

HE

AD

LO

SS

D

UE

TO

S

PE

CIA

LS

(1

0%

)

TO

TA

L H

EA

D

LO

SS

GROUND LEVEL

DIF

FE

RE

NC

E

OF

GR

OU

ND

L

EV

EL

TERMINAL HEAD

UP

ER

EN

D

LO

WE

R

EN

D

Min

imu

m

Va

lue

s

UP

ER

EN

D

LO

WE

R

EN

D

TW -- A1 A1 -- A2

A2 -- A3

A3 -- A4

A4 -- A5

A5 -- A6

A6 -- A7

A7 -- A8

A8 -- A9

A9 -- A10


Name Of LineA .C Pipe PVC Pipe

8" i/d 6" i/d 4" i/d 3" i/d1 500 500 1202 1550 400 120

3 930 450 700

4 300 700 375

5 560 900 600

6 620 380 400

7 600 400

8 225 700

9 500 800

160 850

525 350

225 150

775 450

1200 300

1100 300

400 450

400 400

200 400

400 200

400 200

450 810

300 500

300 680

980 530

110 450

460 450

460 490

680 550

310 750

250 950

1100 900

150 750

325 225

565 450

375 450

625 500

300 450

190 650

18370 300

300

1200

410

600

800

22410

18370

21960

20475

14180

74985

10

LENGTH STATEMENT OF URBAN WATER SUPPLY SCHEME

Sr. No.

TW -- A1 A1 -- A2

A2 -- A3

A3 -- A4

A4 -- A5

A5 -- A6

A6 -- A7

A7 -- A8

A8 -- A9

A9 -- A10


Total 500 152450 1480 18370

Design of Water Supply KRK

Documents

Transcript of Design of Water Supply KRK