Rumuruti BOQ

RUMURUTI TOWN WATER SUPPLY

Item Description Unit Quantity Rate (Kshs) Amount (Kshs)

A GENERAL ITEMS

A1 PRELIMINARY REQUIREMENTS(CONTRACTUAL)

A111 Advance Payment Security Sum 1

A121 Performance Security Sum 1

A131 Insurance of Works Sum 1 200,000.00 200,000.00

A151 Third Party Insurance Sum 1 100,000.00 100,000.00

A161 Insurance of Workmen Sum 1 200,000.00 200,000.00

A162Allow for contractors overheads and profitsfor item A131 to A161 above % 500,000

A171 Establishment and maintenance 0f Sum 1

Contractors Camp, incl. Training Levy.(not toexceed 2% of total bid price)

A2 GENERAL REQUIREMENTS

A22 Accommodation for the Engineer's Staff

A223.4 Accommodation allowances to Engineers staff Months 6 150,000.00 900,000.00

Signboards

A235.1Provide and maintain signboard for theduration of the Contract No. 2

BOQ No. 1-PRELIMINARY AND GENERAL ITEMS

TOTAL CARRIED FORWARD TO BILL COLLECTION SHEET

Preliminary and General Items



A25 Attendance upon the Engineer's staff

A251.1 Driver Provide (1 No.) Months 6

A26 Testing of MaterialsBy Third Party Inspection (natural materials)

A262.2 Sand No 20A262.4 Aggregate No 20A262.5 Stone fill No 20

By Third Party Inspection (man-made otherthan pipes)

A264.2 Concrete cubes No 20A264.3 Steel Reinforcement No 10

By Third Party InspectionTesting of materials /Works

A267

Allow for Inspection of pipe, fittings, plante.t.c including facilitation to manufacturingpoint by the Employer and the Engineer asnecessary

Sum 1 150,000.00 150,000.00

BOQ No. 1-PRELIMINARY AND GENERAL ITEMS





A4 PROVISIONAL SUMS/Items

A532Provide telephone services and fax to theEngineer Months 6 7,000.00 42,000.00

A534 Supply and Delivery of Motorbikes 175ccA535 Maintain vehicle for Engineer's staff Months 6 100,000.00 600,000.00

A536Provide computer equipment, digital camera,software etc whose ownership will revert toEmployer at end of Contract

Sum 1 50,000.00 50,000.00

A537Allow for contractors overheads and profitson items above %

Page No. Amount (Kshs)

1234

BOQ No. 1-PRELIMINARY AND GENERAL ITEMS SUMMARY

TOTAL CARRIED TO GRAND SUMMARY

COLLECTION PAGE

BOQ NO. 1-PRELIMINARY AND GENERAL ITEMS




Item Description Unit Quantity Rate (Kshs) Amount(Kshs)

Suction Main

I412Allow for upgrading of the Suction Mainfrom 2" to 4"GI Class B.Include all therequired fittings

m 24

Low Lift Pump

Z523.1 Low Lift Pump of the following particulars:- No. 2

Power-3.16KWFlow-6.94L/Sec.Pumping Head-25m

Z523.2 Star Delta Starter/Control Panel No. 2

Treatment Plant

A423Allow for finalization andOperationalization of the CFU Prov Sum 1 1,000,000.00 1,000,000.00

A424Adjustment on item A423 to carter forAdministrative and profits % 1,000,000.00

Intake WorksBOQ No. 2-INTAKE WORKS

PART 2.1-SUCTION MAIN, LOW LIFT PUMPS AND CFU

TOTAL CARRIED FORWARD TO BILL COLLECTION PAGE

Intake Works


AMOUNTKSHS

D BUSH CLEARINGD181 Allow for bush clearing 20 M2

E EARTHWORKSE324 Excavate in any material for tank bottom,

spread and level the excavated materialon site and dispose of surplus material asdirected. Include for the use of selectedmaterials for fill or backfill as required.Allow for excavation in trenches asdirected for scour pipe

40M3

E343 Allow for E.O Item for Excavation in rock 20 M3

F CONCRETINGF711 Provide and place 50mm layer of blinding

concrete 1:3:6 on top of leveled ground 20 m3

Provide and construct the following as perdetailed drawing or as directed

F825 Reinforced concrete mix grade 20 (1:2:4)for floor and roof slabs

1.25 M3

G812 2:1 sand/cement rendering to floor slab,nominal thickness 20mm

7.5 M3

FORMWORKG142 Provide formwork

for items F711 and F825 15 M2


ITEM DESCRIPTION QTY UNIT RATE

PART 2.2: 25M3 Ground Level Masonry Tank


Intake Works


AMOUNTKSHS

I PIPES AND SPECIALS

Allow for gaskets, nuts, washers, bolts,cutting and threading as required.Provide, fix and test the following:-

INLET

I187.1 4" GI pipe class B M 10

I981 Ball valve 4" NO. 1

I718.1 4" GI 900 Bend NO. 6

I785 4" GI Union Socket NO. 4

I911.1 4" GI Gate valve NO. 1

K171.1 Valve Chamber NO. 1OVERFLOW

I187.2 4" GI pipe class B M 10I718.2 4" -900 Bend NO. 2

SCOURI187.3 4" GI pipe class B M 20I911.2 4" gate valve NO. 1

K171.2 Valve Chamber NO. 1

BOQ No. 2-INTAKE WORKSIntake Works

PART 2.2: 25M3 Ground Level Masonry TankDESCRIPTION

QTY RATE


ITEMUNIT

Intake Works


AMOUNTKSHS

OFFTAKE

I187.4 4" GI pipe class B 6 M

I911.3 4" GI gate valve 1 NO.K171.3 Valve Chamber 1 NO.

WATER PROOFING

W246 Allow for lump sum for coating of masonrywall between ground slab and roof slab asindicated on the drawing

SUM

PART 2.2: 25M3 Ground Level Masonry Tank


BOQ No. 2-INTAKE WORKS

ITEM DESCRIPTIONQTY UNIT RATE

Intake Works

Intake Works


COLLECTION SHEET FOR BILL No. 2.2

Page NumberAmount in

Kshs234

Total Carried to Collection Page


Intake Works


AMOUNTKSHS

Z523.3High Lift Pump of the followingparticulars:- No. 2

Power-9.37KWFlow-8.42L/Sec.Pumping Head-61m

Z523.49.37KW Star Delta Starter with ControlPanel No. 2

Total Carried to Collection Page

Rumuruti Town Water SupplyPART 2.3: High Lift Pumps

ITEM DESCRIPTIONQTY UNIT RATE

Intake Works


Item DescriptionAMOUNT(KSHS)

2.1 Suction Main, Low Lift Pumps and CFU2.2 25m3 Ground Level Masonry Tank2.3 High Lift Pumps

Total C/F to Summary Page

Rumuruti Town Water SupplyBOQ NO. 2-INTAKE WORKS

CoLLECTION PAGE

Intake Works


Item Description Unit Quantity Rate(Kshs)

Amount(Kshs)

Excavation

E444.1Excavate trench for 110mm diameterUPVC pipe depth notexc. 1.0m m 3,554

Supply and Deliver

I152Supply and deliver to site 110mm diameter UPVC Pipes.Include the cost for the required fitting m 3,554

Lay and JointLay and Joint the following UPVC Pipe and Specials

J161 110mm diameter UPVC Pipes m 3,554

Filing and Compaction

E641 Backfill and compact to foundation level m 3,554

Road CrossingH700 Provide Culverts in Road Crossings No. 7

R180 Reinstate road sections to original conditions LumpSum

FittingsSupply and install the following fittings of 100mmdiameter

J810 Sluice Valve No. 2Supply and install the following fittings of 100mmdiameter

J323 Tee (100 by 100mm) no. 2Bends

I711 111/40 Bend No 4I712 221/2 0Bend No 3I713 450 Bend No 2I714 900 Bend No 9

MeterJ528 Provide 150mm diameter Meter No 2

AirvalvesJ527.1 diameter 50mm Double Air Valve No. 2J527.2 diameter 50mm Single Air Valve No. 4

Total Carried Forward

Rising MainBOQ No. 3-RISING MAIN

Rising Main



Amount(Kshs)

WashoutJ527.3 Allow for Washouts No. 3

VALVE CHAMBERS

E334Bulk excavate, average depth 1.5m, maximum depth 2.5mand dispose. No. 9

F323.1 Mass concrete, grade15, 75mm thick as blinding m3 1

F323.2 Mass concrete, grade 15 to pipe supports m3 1

F343.1Reinforced concrete grade 25, to base slab 150mm and200mm thick. m3 3

F343.2 Reinforced concrete, grade 25, to walls 200mm thick m3 3

F343.3Reinforced concrete, grade 25, to roof slab, 150mm and200mm thick. m3 2

K171.1 230mm masonry walls m2 4

K171.2 150mm masoncy wall m2 4

K171.3 900mm x 300mm ditto No. 3

K171.4 1200mm x 230mm ditto No. 3

G141.1 Rough plane vertical formwork m2 3

G141.2 Fair plane vertical formwork m2 2

G111 Fair plane horizontal soffit formwork m2 3

G451All fair formwork to form 610mm x 610mm opening in roofslab for C.I. manhole cover. No. 9

G572Supply and fix A252 fabric reinforcement to B.S 4483 andB.S. 4461.

Kg. 30


Rising MainBOQ NO. 3-RISING MAIN

Rising Main



Amount(Kshs)

G523Supply and fix 10mm diameter square twisted cold workedhigh yield steel bars. kg. 30

G671.1Allow for building in through 200mm reinforced concretewall. Pipes 500mm to 300mm diameter.

No 7

G671.2 Ditto 150mm mansonry wall, pipes 50mm diameter. No. 2

K251Supply and fix 610mm x 610mm clear opening watertightmanhole cover and frame No. 9

K252Ditto 115mm x 115mm clear opening valve operatingcover. No. 2

K840 Supply and cast step irons in concrete wall. No. 9

MISCELLANEOUS

F223Mass concrete, grade 15, to all thrust blocks (rate toinclude for all formwork and excavation). m3 3

F224Denso tape or similarly approved wrapping to 300mm PVCpipe. m 5

E612 Gravel surround to sluice valve m3 1

N161Supply and provide valve operating cover, 115mm x115mm clear opening No. 5

I161Provide and fix 100mm PVC pipe, average length 700mm,vertically above sluice valve. No. 5

K825Supply and fix in ground including all excavation andconcrete precast concrete marker posts.

No. 9


Rising MainBOQ No. 3-RISING MAIN

Rising Main



Amount(Kshs)

Testing of Pipes

Provide all necessary labour equipment,water and othermaterials and carry out work in connection with pressure

A274 110mm diameter UPVC Pipes m 3,554


Page Number Amount inKshs

1234Total Carried to Collection Page

BOQ No. 3-RISING MAIN

Rising MainCOLLECTION PAGE FOR BILL No. 3- RISING MAIN


Rising Main

Rising Main


ITEM AMOUNTNo. KSHS

Class A Works:- General Items

TESTING AND STERILISING

A271Test and sterilise tank including the necessarychemicals Ls

CLASS E WORKS:- EXCAVATION & EARTHWORKS

E344

Excavate in any material for tank towerfoundation spread and level the excavatedmaterials and stack surplus for re-use as directed

m³ 100

E714.1Spread and level on site as directed or dispose ofsurplus material m³ 25

E714.2Trim, spread and level the ground around tank toform suitable drainage of surface water

m³ 3

TANK CONSTRUCTION

CLASS F:- CONCRETE

F243.1Supply and place mass concrete 1: 2: 4 asfoundation for tank tower m³ 25

F243.2

Allow for cmpliance to other foundationrequirements as recommended by themanufacturer

sum

CLASS N:- MISCELLANEOUS METALWORK

N975

Supply all materials, tools and equipment anderect a 50m³ steel sectional tank of thebraithwaite type or equal approved standardinclude a tank tower of 15metres, ladder withladder guard inside ladder, walkway with walkwayguard, water level gauge and tank cover,provision of air vent,support rails, inlets andoutlet for pipes etc, for complete installation

No 1

Total C/F to Collection Sheet

Steel Elevated TankBOQ No. 4 - 300M3 STEEL ELEVATED TANK ON 15M PLATFORM

DESCRIPTIONUNIT QTY RATE

Steel Elevated Tank


ITEM AMOUNTNo. KSHS

CLASS J:- PIPEWORKAll pipes and specials shall comply with therequirements of section.

Allow for gaskets, nuts, washers, bolts, cuttingand threading on sitethreading on site.Provide, fix and test following : ( All screwedflanges listed separately)

INLETJ182.1 200 G.S. flanged socket adaptor No 1J521.2 200 G.S. 90º bend No 2J521.3 200 G.S. screwed flange No 10J521.4 200mm ball valve glenified Gate No. 1

OVERFLOW AND SCOURJ521.5 200mm G.S 90º bend No. 1J521.6 200mm equal tee No. 1J521.7 200mm flanged sluice p valve No. 1J521.8 200mm G.S pipe m 11J521.9 200mm G.S screwed flange No. 10

OUTLET

J521.10 200mm flanged G.S steel 90º duck foot bend No. 1

J521.11 200mm flanged G.S steel, length 8500mm No. 1J521.12 200mm steel flanged spigot adaptor No. 1J521.13 2100mm G.S pipe diameter 200mm m 2J521.14 200mm diameter rose strainer or equivalent No. 1

J521.15

Supply, install and test Ø 200 fitting suitable forreplacement with a diameter 200mm "Helix"Water Meter complete with all gasket bolts etc.

No. 1

J521.16 Ditto for Ø200mm 'helix' water meter No. 1

Class V Works:- Painting

V313

Allow for the complete installation to be paintedas recommended by the manufacturers or theengineer

Ls


Steel Elevated TankBOQ No. 4-300M3 STEEL ELEVATED TANK ON 15M PLATFORM

DESCRIPTION UNIT QTYRATEKSHS

Steel Elevated Tank


ITEM AMOUNTNo. KSHS

TESTING AND STERILISING

A271Test and sterilise tank including the necessarychemicals Ls


DESCRIPTION UNIT QTYRATEKSHS


Steel Elevated Tank


PageNo. Description Amount Kshs

123

Total to be C/F to collection Page


COLLECTION PAGE

Steel Elevated Tank


PART 5.1 - LINE AITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation

E443.1 Excavate trench for 100mm diameter GalvanisedSteel pipe depth not exceeding 1.5m

m 20

E443.2Excavate trench for 110mm diameter UPVC Pipedepth not exceeding 1.5m m 300

Supply and Deliver

I166.1Supply and deliver to site 110mm diameter UPVCPipes Class C. Include the cost for the requiredfitting

m 300

I187.1Supply and deliver to site 100mm diameterGalvanised Steel Pipes Class B. Include the costfor the required fitting

m 20

Lay and JointLay and Joint the following Pipes and Specials

J162.1 110mm diameter UPVC Pipe Class C m 300

J182100mm diameter Galvanised Steel Pipes Class Bmainly in road crossings and terrains that cannotaccommodate UPVC

m 20

Filing and CompactionE641 Backfill and compact to foundation level m 320


Distribution System

BILL No. 5 - DISTRIBUTION SYSTEM

Distribution System



Kshs KshsI911 Sluice Valve diameter 100mm No. 2

Supply and install the following fittingsI741.1 Tee (100 by 100mm) to connect No. 1I754 Reducer (100mm to 110mm) No. 1I785 10mm/110mm Adaptor (GI/UPVC) No. 2

BendsFor 110mm UPVC Pipe Class C Main

I511 111/40 Bend No 1

I512 221/20Bend No 1

I513 450 Bend No 0

I514 900 Bend No 2

For 100mm GI Pipe Class B MainI711 111/4

0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0

MeterI996 Provide 100mm diameter Meter No 1

AirvalvesI957 diameter 50mm Double Air Valve No. 0I951 diameter 50mm Single Air Valve No. 0


Distribution SystemBILL No. 5 - DISTRIBUTION SYSTEM

Distribution System



Kshs KshsWashout

J527.3 Allow for Washouts No. 1

VALVE CHAMBERS

E334 Bulk excavate, average depth 1.0m, maximumdepth 1.5m and dispose. No. 1

F323.1Mass concrete, grade15, 75mm thick as blinding(0.17m

3) m

3 0.17

F323.2 Mass concrete, grade 15 to pipe supports m3 0.1

F343.1Reinforced concrete grade 25, to base slab150mm and 200mm thick. m

3 0.5

F343.2Reinforced concrete, grade 25, to walls 200mmthick m

3 1

F343.3Reinforced concrete, grade 25, to roof slab,150mm and 200mm thick. m

3 1.3




K171.4 1200mm x 230mm ditto No. 0




G451All fair formwork to form 610mm x 610mmopening in roof slab for C.I. manhole cover. No. 1



Distribution System



Kshs Kshs

G572Supply and fix A252 fabric reinforcement to B.S4483 and B.S. 4461. Kg. 30

G523Supply and fix 10mm diameter square twistedcold worked high yield steel bars. kg. 30

G671.1 Allow for building in through 200mm reinforcedconcrete wall. Pipes 50mm to 90mm diameter.

No 2

G671.2Ditto 150mm mansonry wall, pipes 125mmdiameter. No. 1

K251Supply and fix 610mm x 610mm clear openingwatertight manhole cover and frame No. 1

K252Ditto 115mm x 115mm clear opening valveoperating cover. No. 1



Distribution System



Kshs Kshs


MISCELLANEOUS

F223Mass concrete, grade 15, to all thrust blocks (rateto include for all formwork and excavation).(volume n.e 0.1-0.2m

3)

m3 1

F224Denso tape or similarly approved wrapping to90mm PVC pipe. m 5


N161Supply and provide valve operating cover, 115mmx 115mm clear opening No. 2

I161 Provide and fix 90mm PVC pipe, average length700mm, vertically above sluice valve. No. 1

K825 Supply and fix in ground including all excavationand concrete precast concrete marker posts.

No. 2

Testing of Pipes

Provide all necessary labour equipment,water andother materials and carry out work in connectionwith pressure testing of mains as directed

A274 110mm diameter UPVC/GI Pipe m 320Total Carried Forward

PART 5.1 - LINE A

COLLECTION PAGE FOR BILL No. 5.1

Page NumberAmount in

Kshs12345Total Carried to Collection Page

Rumuruti Town Water Supply



Distribution System

Distribution System


PART 5.2 - LINE BITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 100


Supply and Deliver


m 1865


m 100




m 100



PART 5.2 - LINE B

ITEM DESCRIPTION UNIT QTY RATE AMOUNTKshs Kshs

Road Crossing

H700 Provide Culverts in Road Crossings No. 5

R180 Reinstate road sections to original conditionsLumpSum

Fittings

Supply and install the following fittings of 100mmdiameter

I911 Sluice Valve diameter 100mm No. 2

Distribution System



Distribution System

Distribution System


Supply and install the following fittingsI741.1 Tee (100 by 100mm) No. 1I754 Reducer (100mm to 90mm) No. 5I785 100mm/90mm Adaptor (GI/UPVC) No. 4


I511 111/40 Bend No 3

I512 221/20Bend No 2

I513 450 Bend No 1

I514 900 Bend No 4


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0




Distribution System



Kshs KshsWashout


VALVE CHAMBERS

E334Bulk excavate, average depth 1.0m, maximumdepth 1.5m and dispose. No. 6


3) m

3 1.02



3 3


3 4


3 2.6




K171.4 1200mm x 230mm ditto No. 3






BILL No. 5 - DISTRIBUTION SYSTEMDistribution System

Distribution System



Kshs Kshs




No 3






Distribution System


PART 5.2-LINE BITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs KshsK840 Supply and cast step irons in concrete wall. No. 300

MISCELLANEOUS


3)

m3 3






No. 10

Testing of Pipes


A274 110mm diameter UPVC/GI Pipe m 1965


PART 5.2 - LINE BCOLLECTION PAGE FOR BILL No. 5.2




BILL NO. 5 - DISTRIBUTION SYSTEMRumuruti Town Water Supply

Distribution System


PART 5.3 - LINE CITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 50


Supply and Deliver


m 850


m 50




m 50



Distribution System


Distribution System


PART 5.3 - LINE C


Road Crossing



Fittings


I911 Sluice Valve diameter 75mm No. 2



I511 111/40 Bend No 2

I512 221/20Bend No 0

I513 450 Bend No 0

I514 900 Bend No 2


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 1





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0



3 0


3 0


3 0




K171.4 1200mm x 230mm ditto No. 0







Distribution System



Kshs Kshs




No 0





Distribution SyatemBILL No. 5 - DISTRIBUTION SYSTEM

Distribution System




MISCELLANEOUS


3)

m3 0.5






No. 3

Testing of Pipes




PART 5.3 - LINE CCOLLECTION PAGE FOR BILL No. 5.3





Distribution System


PART 5.4 - LINE DITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 25


Supply and Deliver


m 450


m 25




m 25



Distribution System


Distribution System


PART 5.4 - LINE D


Road Crossing



Fittings


I911 Gate Valve diameter 63mm No. 2



I511 111/40 Bend No 0

I512 221/20Bend No 0

I513 450 Bend No 0

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0



3 0


3 0


3 0




K171.4 1200mm x 230mm ditto No. 0







Distribution System



Kshs Kshs




No 0






Distribution System




MISCELLANEOUS


3)

m3 0.5






No. 2

Testing of Pipes




PART 5.4 - LINE DCOLLECTION PAGE FOR BILL No. 5.4




Distribution SystamBILL No. 5 - DISTRIBUTION SYSTEM

Distribution System


PART 5.5 - LINE EITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 150


Supply and Deliver


m 850


m 150




m 150



Distribution System


Distribution System


PART 5.5 - LINE E


Road Crossing



Fittings





I511 111/40 Bend No 0

I512 221/20Bend No 0

I513 450 Bend No 0

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0



3 0


3 0


3 0




K171.4 1200mm x 230mm ditto No. 0







Distribution System



Kshs Kshs




No 0






Distribution System




MISCELLANEOUS


3)

m3 0.5




I161Provide and fix 63mm PVC pipe, average length700mm, vertically above sluice valve. No. 0


No. 0

Testing of Pipes




PART 5.5 - LINE ECOLLECTION PAGE FOR BILL No. 5.5





Distribution System


PART 5.6 - LINE FITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 120


Supply and Deliver


m 490


m 120




m 120



Distribution System


Distribution System


PART 5.6 - LINE F


Road Crossing


R180 Reinstate road sections to original conditions LumpSum

Fittings





I511 111/40 Bend No 2

I512 221/20Bend No 2

I513 450 Bend No 0

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0.17



3 0.3


3 0.3


3 0.3

K171.1 230mm masonry walls m2 0.2

K171.2 150mm masoncy wall m2 0.3


K171.4 1200mm x 230mm ditto No. 1







Distribution System



Kshs Kshs




No 2






Rumuruti Town Water Supply

Distribution System


BILL No. 5 - DISTRIBUTION SYSTEMPART 5.6 - LINE F



MISCELLANEOUS


3)

m3 0.5





K825 Supply and fix in ground including all excavationand concrete precast concrete marker posts. No. 2

Testing of Pipes




PART 5.6 - LINE FCOLLECTION PAGE FOR BILL No. 5.6




Distribution System

Distribution System

Distribution System


PART 5.7 - LINE GITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 0


Supply and Deliver


m 720


m 0




m 0



Distribution System


Distribution System


PART 5.7 - LINE G


Road Crossing



Fittings





I511 111/40 Bend No 1

I512 221/20Bend No 1

I513 450 Bend No 0

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0.17



3 0.3


3 0.3


3 0.3




K171.4 1200mm x 230mm ditto No. 1







Distribution System



Kshs Kshs




No 2






Distribution System




MISCELLANEOUS


3)

m3 0.5






No. 2

Testing of Pipes




PART 5.7 - LINE GCOLLECTION PAGE FOR BILL No. 5.7





Distribution System

Distribution System


PART 5.8 - LINE HITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 60


Supply and Deliver


m 1140


m 60




m 60



Distribution System


Distribution System


PART 5.8 - LINE H


Road Crossing



Fittings





I511 111/40 Bend No 2

I512 221/20Bend No 1

I513 450 Bend No 0

I514 900 Bend No 1


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout

J527.3 Allow for Washouts No. 1 20,000 20,000

VALVE CHAMBERS



3) m

3 0.34



3 0.6


3 0.6


3 0.6




K171.4 1200mm x 230mm ditto No. 1







Distribution System



Kshs Kshs




No 4






Distribution System




MISCELLANEOUS


3)

m3 0.5






Testing of Pipes




PART 5.8 - LINE HCOLLECTION PAGE FOR BILL No. 5.8





Distribution System


PART 5.9 - LINE IITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 30


Supply and Deliver


m 490


m 30




m 30



Distribution System


Distribution System


PART 5.9 - LINE I


Road Crossing



Fittings





I511 111/40 Bend No 3

I512 221/20Bend No 3

I513 450 Bend No 0

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0



3 0


3 0


3 0




K171.4 1200mm x 230mm ditto No. 0







Distribution System



Kshs Kshs




No 0






Distribution System




MISCELLANEOUS


3)

m3 0






No. 2

Testing of Pipes




PART 5.9 - LINE ICOLLECTION PAGE FOR BILL No. 5.9





Distribution System


PART 5.10 - LINE JITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 60


Supply and Deliver


m 863


m 60




m 60



Distribution System


Distribution System


PART 5.10 - LINE J


Road Crossing



Fittings





I511 111/40 Bend No 1

I512 221/20Bend No 1

I513 450 Bend No 1

I514 900 Bend No 2


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0.34



3 0.6


3 0.6


3 0.6




K171.4 1200mm x 230mm ditto No. 1







Distribution System



Kshs Kshs




No 6






Distribution System


PART 5.10 - LINEJITEM DESCRIPTION UNIT QTY RATE AMOUNT


MISCELLANEOUS


3)

m3 0.5






No. 5

Testing of Pipes




PART 5.10 - LINE JCOLLECTION PAGE FOR BILL No. 5.10





Distribution System


PART 5.11 - LINE KITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 30


Supply and Deliver


m 554


m 30




m 30




Distribution System

Distribution System


PART 5.11 - LINE K


Road Crossing



Fittings





I511 111/40 Bend No 2

I512 221/20Bend No 2

I513 450 Bend No 0

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0



Total Carried Forward 0


Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0.17



3 0.3


3 0.3


3 0.3




K171.4 1200mm x 230mm ditto No. 0







Distribution System



Kshs Kshs




No 4






Distribution System




MISCELLANEOUS


3)

m3 0.2




I161 Provide and fix 25mm PVC pipe, average length700mm, vertically above sluice valve.

No. 2


Testing of Pipes




PART 5.11 - LINE KCOLLECTION PAGE FOR BILL NO. 5.11





Distribution System

Distribution System


PART 5.12 - LINE LITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 150


Supply and Deliver


m 1070


m 150




m 150



Distribution System


Distribution System


PART 5.12 - LINE L


Road Crossing



Fittings





I511 111/40 Bend No 1

I512 221/20Bend No 1

I513 450 Bend No 1

I514 900 Bend No 0


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0





Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0.51



3 0.9


3 0.9


3 0.9




K171.4 1200mm x 230mm ditto No. 1







Distribution System



Kshs Kshs




No 6






Distribution System




MISCELLANEOUS


3)

m3 1






No. 3

Testing of Pipes




PART 5.12 - LINE LCOLLECTION PAGE FOR BILL NO. 5.12





Distribution System

Distribution System


PART 5.13 - LINE MITEM DESCRIPTION UNIT QTY RATE AMOUNT

Kshs Kshs

Excavation


m 30


Supply and Deliver


m 425


m 30




m 30




Distribution System

Distribution System


PART 5.13 - LINE M


Road Crossing



Fittings





I511 111/40 Bend No 1

I512 221/20Bend No 1

I513 450 Bend No 1

I514 900 Bend No 1


0 Bend No 0

I712 221/20Bend No 0

I713 450 Bend No 0

I714 900 Bend No 0

MeterI996 Provide 25mm diameter Water Meter No 0




Distribution System



Kshs KshsWashout


VALVE CHAMBERS



3) m

3 0.17



3 0.3


3 0.3


3 0.3




K171.4 1200mm x 230mm ditto No. 0







Distribution System



Kshs Kshs




No 2






Distribution System




MISCELLANEOUS


3)

m3 0.2






No. 4

Testing of Pipes




PART 5.13 - LINE MCOLLECTION PAGE FOR BILL No. 5.13





Distribution System


BOQ NO. DescriptionAmount in

Kshs5.1 Line A5.2 Line B5.3 Line C5.4 Line D5.5 Line E5.6 Line F5.7 Line G5.8 Line H5.9 Line I

5.10 Line J5.11 Line K5.12 Line L5.13 Line M

Total for BOQ No. 5 C/F to Summary


COLLECTION

Distribution System


BOQ No. DESCRIPTION AMOUNT (KSHS)1 Preliminary and General Items2 Intake Works3 Rising Main4 Steel Elevated Tank5 Distribution Sytem

SUB-TOTALADD 10% FOR CONTINGUENCIESGRAND SUMMARY

Distribution SystemGRAND SUMMARY

Distribution System Grand Summary

Rumuruti BOQ

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Transcript of Rumuruti BOQ