Download - Design of Water Supply KRK
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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
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
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.
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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
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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
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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
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Un
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1
3.00 Set 625000 1875000
Total 1875000
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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
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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
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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)
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
SUB HEAD 4
DISTRIBUTION SYSTEM
Description of Item
Measurements
Qu
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Un
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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
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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)
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
12
1 179170 -- 179170 % S
ft
630.80Total
Say
Restoration of brick soling as per item 1 above.
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
192966
508001
665500
6552003621776
494248
9633
14475
20922
9580
64401
115801
84002
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113020475867097586800
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
SUB HAED NO.5
ELECTRIC CONNECTION
Description of Item
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1
3.00 Job 250000 750000
Total 750000
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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
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5.00 Job 25000 125000
Total 125000
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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
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150.00 Rft 1050
Total
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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
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SUB HEAD NO. 9
Upgrading and Repair of Disposal Work
Description of Item
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1
1.00 Job 3000000 3000000
2
1.00 Job 2500000 2500000
Total 5500000
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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
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
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
file:///tt/file_convert/55cf8e3f550346703b9012bd/document.xls
Total 500 152450 1480 18370