Moyale Blank Boqs

MOYALE WATER SUPPLY PROJECTPHASE II

A1.01 Provision of performance bond in accordance with instructions Sum 1

A1.02 Provision of Insurance for the works Sum 1 200,000.00 200,000.00

A1.03 Provision of insurance for workmen in accordance with theconditions of this contract

Sum 1 100,000.00 100,000.00

A1.04 Mobilisation of machinery and equipment to site anddemobilization on completion of works

Sum 1

A1.05 Erection of contractors camp and office, maintanance andremoval from site on completion of works. Rate to includesanitation facilites

Sum 1

A1.07 Allow for setting out of works to satsfaction (Provisional) Sum 1 600,000.00 600,000.00

A1.08 Allow for testing of materials as directed by the RE (Provisional) Sum 1 200,000.00 200,000.00

A1.09 Ditto but for works Sum 1 200,000.00 200,000.00

A1.11 Allow for monthly stipends to the RE and staff as directed(Provisional)

months 6 30,000.00 180,000.00

A1.12 Allow for office stationery as directed (Provisional) Sum 1 100,000.00 100,000.00

A1.13 Allow for communication (telephone and internet ) as directed months 6 7,000.00 42,000.00

A1.14 Allow for accomodation and site allowances as directed by theEngineer or his authorized representative

Sum 1 800,000.00 800,000.00

A1.15 Allow for comprehensive insurance cover for the SupervisionVehicle as directed. (Provisional)

Sum 1 250,000.00 250,000.00

A1.16 Provide a licensed driver for the Project vehicle above months 6

A1.17 Allow for or secretarial services months 6

A1.18 Allow for the contractor's overheads and profits on all theprovisional sums above

% 2,672,000.00

Sub Total To Summary Page

BILL 1 - PRELIMINARY AND GENERAL ITEMS

ITEMNo.

DESCRIPTION UNIT QTY RATE(Ksh)

AMOUNT(Ksh)

Preliminary and General Items


MINOR DISTRIBUTION LINES AND CONSUMER CONNECTIONSITEM

No.DESCRIPTION UNIT QTY RATE

(Ksh)AMOUNT

(Ksh)B1 BIASHARA EXTENSION 1

ClearanceB101 General clearance along pipeline route m 350

Trench ExcavationB104 Trench for 75-110 mm Dne Upvc PIPE DEPTH N.E. 1.0m m 350

PipeworkSupply and Instal the following. The cost should includerediauired fitting and joinery material

B122 90mm diameter uPVC class D m 350

uPVC Bend Class DB125 90 mm dia Upvc 90° nr 2B128 90 mm dia Upvc 45° nr 2B131 90 mm diameter Upvc 22.5° nr 2B134 90 mm diameter Upvc 11.25° nr 1

Air ValveB141 25 mm fllanged Single Air Valve nr 2B142 80mm dia GI Flexible coupling nr 2B144 80mm dia GI flanged spigot pipe 2.2m long nr 1B145 80 by 38mm dia GI reducing Tee nr 1B146 38mm dia Gate valve nr 1

WashoutsB151 80mm by 50mm dia GI Tee nr 1B152 80mm dia GI Flexible coupling nr 2B153 80mm dia GI spigot pipe 1.2 m long nr 1B154 80mm dia GI flanged spigot pipe 2.2m long nr 1B155 50mm dia Gate valve nr 1B156 50mm dia uPVC Outfall pipe Class D m 25

Total Carried to Collection Page

Minor Distribution Lines and Consummer Connections




(Ksh)AMOUNT

(Ksh)B1 BIASHARA EXT 1 Cont

Control ValvesB157 80mm diameter Gate valve nr 1B158 80mm dia GI Flexible coupling nr 2B159 80mm dia GI spigot pipe 1.2 m long nr 1B116 80mm dia GI flanged spigot pipe 2.2m long nr 1

Valve chambersFor valve chamber detail refer to relevant drg.

B161 Valve chamber type 3 depth n.e. 1.5m nr 2


THRUST BLOCKS

B181 Thrust and anchor blocks volume n.e. 0.2 m³ nr 5

B182 Ditto but volume 0.1 - 1.0 m³ nr 2

MARKER POSTS

B183 Air valve marker posts nr 1

B184 Ditto but Gate valve nr 1B185 Ditto but washouts nr 1

B186 Ditto but pipeline nr 3

TESTING AND COMMISIONINGB187 Pipeline testing and commissioning for the whole works

on this line, including all necessary ediauipment, materialsand works necessary for testing, such as thrust blocks,anchor blocks, transportation and use of water, pipefittings, disposal of used water.

m 350

B188 Disinfection of Pipe lines: flushing with clear water,filling with water containing 0.05 g/l calciumhypochlorite, left for 24 hours. This includes supply of allnecessary ediauipment, materials, chemicals and water,measurement of residual chlorine, all as specified.

m 350

Sub total This Page

Add Sub total previous page

Total Carried to Collection Page Thus





(Ksh)AMOUNT

(Ksh)B2 BIASHARA OFF SET 001

CLEARANCEB201 General clearance along pipeline route m 220

TRENCH EXCAVATIONB202 Trench for 75-110 mm Dne Upvc PIPE DEPTH N.E. 1.0m m 220

PIPEWORKSupply and Instal the following. The cost should includerediauired fitting and joinery material

B203 75mm diameter uPVC class D m 220uPVC BENDS CLASS D

B204 75 mm dia Upvc 90° nr 2B205 75 mm dia Upvc 45° nr 2B206 75mm diameter Upvc 22.5° nr 2B207 75 mm diameter Upvc 11.25° nr 1

Wash OutsB208 65mm by 32mm dia GI Tee nr 1B209 65mm dia uPVC Valve socket nr 2B210 65mm dia GI spigot pipe 1.2 m long nr 1B211 65mm dia GI flanged spigot pipe 2.2m long nr 1B212 32mm dia Gate valve nr 1B213 32mm dia uPVC Outfall pipe Class D m 250

Control ValvesB214 65mm diameter Gate valve nr 1B215 65mm dia Valve Socket nr 2B216 65mm dia GI spigot pipe 1.2 m long nr 1B217 65mm dia GI spigot pipe 1.2 m long nr 1B218 65mm dia GI flanged spigot pipe 2.2m long nr 1

VALVE CHAMBERSFor valve chamber detail refer to relevant drg.



THRUST BLOCKS



Sub Total





(Ksh)AMOUNT

(Ksh)MARKER POSTS

B223 Ditto but Gate valve marker posts nr 1

B224 Ditto but washouts nr 1




m 220


m 220






(Ksh)AMOUNT


ClearanceB301 General clearance along pipeline route m 250

TrenchingB302 Trench for 63-90 mm Dne Upvc PIPE DEPTH N.E. 1.0m m 250


B303 63mm diameter uPVC class D m 250

uPVC Bends Class DB304 63 mm dia Upvc 90° nr 2B305 63 mm dia Upvc 45° nr 2B306 63mm diameter Upvc 22.5° nr 2B307 63 mm diameter Upvc 11.25° nr 1

Wash OutsB308 65mm by 25mm dia GI Tee nr 1B309 65mm dia GI Flexible coupling nr 2B310 65mm dia GI spigot pipe 1.2 m long nr 1B311 65mm dia GI flanged spigot pipe 2.2m long nr 1B312 65mm dia Gate valve nr 1B313 65mm dia uPVC Outfall pipe Class D m 220

Control ValvesB314 50mm diameter Gate valve nr 1B315 63mm dia uPVC Valve Socket nr 2B316 50mm dia GI spigot pipe 1.2 m long nr 1B317 50mm dia GI flanged spigot pipe 2.2m long nr 1

VALVE CHAMBERSFor valve chamber detail refer to relevant drg.







(Ksh)AMOUNT

(Ksh)THRUST BLOCKS



Total

B322 Gate valve marker posts nr 1





m 220


m 220


B3 BIASHARA OFF SET 002 AMOUNT(KSHS)

COLLECTION PAGE

PAGE

5

6

TOTAL FOR BIASHARA LINE 002





(Ksh)AMOUNT


CLEARANCEB401 Clear site for pipeline route as instructed m 300

TRENCH EXCAVATIONB402 Trench for 75-110 mm Dne Upvc pipe for Depth n.e. 1.0m m 300


B403 63mm diameter uPVC class D m 1100B404 50mm diameter GI class B m 50

uPVC BENDS CLASS DB405 63 mm dia Upvc 90° nr 2B406 63 mm dia Upvc 45° nr 2B407 63 mm diameter Upvc 22.5° nr 2B408 63 mm diameter Upvc 11.25° nr 1

AIR VALVEB411 25 mm fllanged Single Air Valve nr 1B412 50mm dia Valve Socket nr 2B413 50mm dia GI flanged spigot pipe 2.2m long nr 1B414 50mm dia GI flanged spigot pipe 1.2m long nr 1B415 50mm by 25mm dia GI reducing Tee nr 1B416 25mm dia Gate valve nr 1

WASHOUTSB417 50mm by 32mm dia GI Tee nr 1B418 32mm dia uPVC Valve Socket nr 2B419 32mm dia GI spigot pipe 1.2 m long nr 1B420 32mm dia GI flanged spigot pipe 2.2m long nr 1B421 32mm dia Gate valve nr 1B422 32mm dia uPVC Outfall pipe Class D m 25

CONTROL VALVESB423 50mm diameter Gate valve nr 1B424 50mm dia uPVC valve socket nr 2B425 50mm dia GI spigot pipe 1.2 m long nr 1B426 50mm dia GI flanged spigot pipe 2.2m long nr 1

Total





(Ksh)AMOUNT

(Ksh)VALVE CHAMBERSFor valve chamber detail refer to relevant drg.



THRUST BLOCKS



MARKER POSTS

B431 Air valve marker posts nr 1B432 Ditto but Gate valve nr 1


B434 Ditto but pipeline nr 2B435 TESTING AND COMMISIONINGB436 Pipeline testing and commissioning for the whole work on

this line, including all necessary ediauipment, materialsand works necessary for testing, such as thrust blocks,anchor blocks, transportation and use of water, pipefittings, disposal of used water.

m 300


m 300


B4 BIASHARA OFF SET 003 AMOUNT(KSHS)

COLLECTION PAGE

PAGE

7

8

TOTAL FOR BIASHARA LINE 003





(Ksh)AMOUNT

(Ksh)B5 MOYALE GIRLS LOOP




B502 63mm diameter uPVC class D m 82050mm diameter GI class B m 50


AIR VALVEB507 25 mm fllanged Single Air Valve nr 1B508 63mm dia uPVC/GI Valve Socket nr 2B509 50m dia GI flanged spigot pipe 2.2m long nr 1B510 50mm dia GI flanged spigot pipe 1.2m long nr 1B511 50mm by 25mm dia GI reducing Tee nr 1B512 25mm dia Gate valve nr 1


CONTROL VALVESB519 50mm diameter Gate valve nr 1B520 50mm dia uPVC valve socket nr 2B521 50mm dia GI spigot pipe 1.2 m long nr 1B522 50mm dia GI flanged spigot pipe 2.2m long nr 1

Total





(Ksh)AMOUNT




MARKER POSTSB522 Air valve marker posts nr 1

B523 Ditto but Gate valve nr 1

B524 Ditto but washouts nr 1B525 Ditto but pipeline nr 6

TESTING AND COMMISIONINGB526 Pipeline testing and commissioning for the whole work on


m 870


m 870


B5 MOYALE GIRLS LOOP AMOUNT(KSHS)

COLLECTION PAGE

PAGE

9

10

TOTAL FOR MOYALE GIRLS LOOP





(Ksh)AMOUNT

(Ksh)B7 MOYALE NURSING HOME LOOP






AIR VALVEB708 25 mm fllanged Single Air Valve nr 1B709 63mm dia uPVC/GI Valve Socket nr 2B710 50m dia GI flanged spigot pipe 2.2m long nr 1B711 50mm dia GI flanged spigot pipe 1.2m long nr 1B712 50mm by 25mm dia GI reducing Tee nr 1B713 25mm dia Gate valve nr 1


CONTROL VALVES(2NR)B720 50mm diameter Gate valve nr 2B721 50mm dia uPVC valve socket nr 4B722 50mm dia GI spigot pipe 1.2 m long nr 2B723 50mm dia GI flanged spigot pipe 2.2m long nr 2

Total





(Ksh)AMOUNT




Marker Posts

B725 Air valve marker posts nr 1

B726 Ditto but Gate valve nr 2B727 Ditto but washouts nr 1B728 Ditto but pipeline nr 4



m 300


m 300


B7 MOYALE NURSING HOME LOOP AMOUNT(KSHS)

COLLECTION PAGEPAGE

1112

TOTAL NURSING HOME LOOP





(Ksh)AMOUNT

(Ksh)

B9 AROSA Distribution Mains

Site ClearaneB901 General clearance along pipeline route m 200

TrenchingB902 Trench for 63-90 mm Dne Upvc pipe for Depth n.e. 1.0m m 200


B903 75mm diameter uPVC class D m 200B904 63mm diameter uPVC class D m 100B905 65mm diameter GI class B m 30B906 50mm diameter GI class B m 30

uPVC BENDS CLASS DB907 75 mm dia Upvc 90° nr 2B908 75 mm dia Upvc 45° nr 2B909 75 mm diameter Upvc 22.5° nr 2B910 75mm diameter Upvc 11.25° nr 1B911 63 mm dia Upvc 90° nr 2B912 63 mm dia Upvc 45° nr 2B913 63 mm diameter Upvc 22.5° nr 2B914 63mm diameter Upvc 11.25° nr 2

AIR VALVEB915 25 mm fllanged Single Air Valve nr 1B916 65mm dia uPVC/GI Valve socket nr 2B917 65mm dia GI flanged spigot pipe 2.2m long nr 1B918 65mm dia GI flanged spigot pipe 1.2m long nr 1B919 65 by 25mm dia GI reducing Tee nr 1B920 25mm dia Gate valve nr 1

Wash OutB921 65mm by 32mm dia GI Tee nr 1B922 65mm dia uPVC/GI Valve socket nr 2B923 65mm dia GI spigot pipe 1.2 m long nr 1B924 65mm dia GI flanged spigot pipe 2.2m long nr 1B925 32mm dia Gate valve nr 1B926 32mm dia uPVC Outfall pipe Class D m 25

Total





(Ksh)AMOUNT

(Ksh)Control Valves

B927 65mm diameter Gate valve nr 1B928 65mm dia uPVC/GI Valve socket nr 1B929 65mm dia GI spigot pipe 1.2 m long nr 1B930 65mm dia GI flanged spigot pipe 2.2m long nr 1

Valve ChambersFor valve chamber detail refer to relevant drg.



Thrust Blocks



MARKER POSTSB935 Air valve marker posts nr 1B936 Ditto but Gate valve nr 1B937 Ditto but washouts nr 1B938 Ditto but pipeline nr 3



m 200


m 200

Total Carried to Collection Page 0

B9 AROSA DISTRIBUTION MAIN AMOUNT(KSHS)

COLLECTION PAGEPAGE

1415

TOTAL AROSA DISTRIBUTION MAINB10 SESSI LOOP





(Ksh)AMOUNT

(Ksh)Clearance

B1001 General clearance along pipeline route m 1000B1002 Trees and stumps, girth n.e. 150m (provisional) nr 20

TrenchingB1003 Trench for 75-110 mm Dne Upvc pipe for Depth n.e. 1.0m m 1000



uPVC Bend Class DB1005 75 mm dia Upvc 90° nr 4B1006 75 mm dia Upvc 45° nr 3B1007 75 mm diameter Upvc 22.5° nr 5B1008 75mm diameter Upvc 11.25° nr 6

Air ValveB1009 25 mm fllanged Single Air Valve nr 1B1010 65mm dia uPVC/GI Valve nr 2B1011 65mm dia GI flanged spigot pipe 2.2m long nr 1B1012 65mm dia GI flanged spigot pipe 1.2m long nr 1B1013 65 by 25mm dia GI reducing Tee nr 1B1014 25mm diameter Gate valve nr 1

WashoutsB1015 65mm by 32mm dia GI Tee nr 1B1016 65mm dia uPVC/GI Valve nr 2B1017 65mm dia GI spigot pipe 1.2 m long nr 1B1018 65mm dia GI flanged spigot pipe 2.2m long nr 1B1019 32mm dia Gate valve nr 1B1020 32mm dia uPVC Outfall pipe Class D m 25

Control ValvesB1021 65mm diameter Sluice valve nr 1B1022 65mm dia GI Flexible coupling nr 2B1023 65mm dia GI spigot pipe 1.2 m long nr 1B1024 65mm dia GI flanged spigot pipe 2.2m long nr 1

TOTALValve ChambersFor valve chamber detail refer to relevant drg.





(Ksh)AMOUNT

(Ksh)



THRUST BLOCKS

B1027 Thrust and anchor blocks volume n.e. 0.2 m³ nr 2B1028

Ditto but volume 0.1 - 1.0 m³ nr 1

MARKER POSTSB1029 Air valve marker posts nr 2B1030 Ditto but Gate valve nr 2B1031 Ditto but washouts nr 2B1032 Ditto but pipeline nr 8

TESTING AND COMMISIONING

B1033 Pipeline testing and commissioning for the whole work onthis line, including all necessary ediauipment, materialsand works necessary for testing, such as thrust blocks,anchor blocks, transportation and use of water, pipefittings, disposal of used water.

m 1,000


m 1,000






(Ksh)AMOUNT

(Ksh)B10 SESSI LOOP AMOUNT

(KSHS)

COLLECTION PAGE

PAGE

16

17

TOTAL FOR SESSI LOOP





(Ksh)AMOUNT

(Ksh)





(Ksh)AMOUNT

(Ksh)

Minor Distribution Collection Page

1 Biashara Extension

2 Biashara Off set 1



5 Moyale Girls Loop

7 Moyale Nursing Home Loop

9 Arosa Distribution Main

10 Sessi Loop




CONNECTIONS AND WATER KIOSKS

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

Consumer ConnectionsSupply all the materials hereunder and facilitateconnections as directedSaddle clamps

C101 100 by 80mm GI Nr 8

C102 100 by 65mm GI Nr 10

C103 100 by 50mm GI Nr 11

C104 100 by 38mm GI Nr 5

C105 100 by 32mm GI Nr 3

C106 100 by 25mm GI Nr 2

C107 80 by 65mm GI Nr 5

C108 80 by 50mm GI Nr 10

C109 80 by 38mm GI Nr 3

C110 80 by 32mm GI Nr 8

C111 65 by 50mm GI Nr 5

C112 65 by 38mm GI Nr 6

C113 65 by 25mm GI Nr 4

C114 50 by 38mm GI Nr 12

C115 50 by 32mm GI Nr 13

C116 Saddle clamp 32mm by 25mm NR 50

C117 Saddle clamp 32mm by 20mm NR 50

Gate valves

C201 100mm θ GI Gate valve Nr 5






Total for page to Collection Page

Connections and Water Kiosks




Unions

C301 50mm θ GI Nr 36



GI Nipples

C304 50mm θ GI Nipple Nr 41



Pipes

GI Pipes

Rate to include sockets and threading

C401 80mm GI Spigot Pipes Class B m 100





uPVC Pipes

C406 75mm uPVC socket spigot pipes Class C m 200




HDPE

C501 20MM(1/2 inch) m 500

C502 25mm (3/4 inch) m 600

C503 32mm (1 Inch) m 1000

C504 40mm (1.5 Inch) m 1500

Total for page to Collection Page





PPR PIPES PN16

C505 32mm (1 Inch) NR 500

C506 25mm (3/4 inch) NR 1000

C507 20mm (1/2 inch) NR 1500

Plastic meters

C508 25mm diameter No 30

C509 20mm diameter No 80

G.I Bends

C510 22.55 deg Nr 24

C511 90 deg Nr 22

C512 11.25 deg Nr 20

uPVC/GI Valve sockets

C521 63/50mm diameter uPVC/GI Valve socket Nr 20

C522 50mm diameter Valve socket Nr 30



C525 Bondex kg 24

C526 Tangit kg 5

C527 80mm θ Flexible couplings nr 10

Trenching

C601Allow for trenching and backfilling smalldiameter pipes. Rate to include backfilling after

m4500






Water Kiosks

Provide all materials and construct 4NO WaterKiosks to the following standards

The water kiosk to measure 2m by 2m wide

C701 200mm thick masonry walls m2 70

C702 Reinforeced concrete for 150mm thick floor slab(Rate To include formwork) m3 1

C703 Ditto but for Roof slab m3 1

C704 supply and installation of 5m3 Plastic Tank m3 1

C705 Metalic Door Nr 1

C706 Steel Window Nr 1

C707 Control valves

C708 80mm diameter Gate Valve Nr 1

C709 50mm Gate Valves Nr 2

Pipework

80mm diameter GI pipe m 10

50mm diameter GI pipe m 20

Bends

80mm diameter 90 deg bend Nr 2

50mm diameter 90 deg bend Nr 2

Sub-Total for 1No Water Kiosk

Total for 4No Water Kiosks Nr 4





Connections Collection Page

Page……………………………..1Page……………………………..2Page……………………………..3Page…4 ….(Water Kiosks)

Sub total carried summary


MOYALE WATER SUPPLY PROJECT PHASE II100M3 ELEVATED STEEL TANK AT SESSI

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

SITE CLEARANCE5.1 Clear, grab up, remove and dispose of

site all vegetation as directed by theEngineer M2 200

EXCAVATION5.2 Excavate for foundation of water tower

depth n.e. 1.5m. Rate to include backfilling after construction M3 30

5.3 Ditto but excavation through rock(Provisional) M2 30

CONCRETE5.4 Supply all material, place and compact

300mm hardcore layer M3 6

5.5 Supply all material and lay 50mm class15 concrete blinding layer. M3 2

5.6 Supply all material and lay class 25 mass

concrete for tower foundation. Rate to includefor reinforcement M3 30

Sub-total carried to collection

Elevated Steel Stand

MOYALE WATER SUPPLY PROJECT PHASE II100M3 ELEVATED STEEL TANK AT SESSI

ITEM DESCRIPTION UNIT QTY RATE AMOUNTSTEEL TOWER, LADDER ANDWALKWAY

5.7 Supply and install 20m high steel tower

for 100m3 steel water tank to BS 449-1969complete with 3mm chequered platewalkway, 1/2 way landing, safetyladder to BS 4211 and foundation plateand bolts. Aluminium painted to preventcorrosion. Sum 1

STEEL TANK

5.8 Supply and install 100m3 (8x4x3m) hot

pressed steel tank to BS 1564 complete

with cover and all accessories for

complete tank. Pointed inside with non-

toxic bituminous paint and alluminium

on the outside to prevent corrosion. Sum 1

PIPE WORK

5.9 Supply, cut, join and install 150mm steel

inlet, outlet, overflow and scour pipes

for the 100m3 elevated steel tankcomplete with valves and fittings Sum 1

TESTING AND COMMISSIONING

5.10 Allow for disinfection, testing andcommissioning of the installedwater tank. Sum 1


Collection Page for Elevated Steel TankPage…………………..1Page…………………..2

Sub-total for Tank carried to Summary

Elevated Steel Stand

MOYALE WATER SUPPLY PROJECT PHASE IIRHABILITATION OF STAFF HOUSES

ITEMNO. DESCRIPTION UNIT QTY

RATE(Ksh)

AMOUNT(Ksh)

REHABILITATION OF STAFF HOUSESStaff Houses at Holale Dam, Butiye Pumping stationand Holale Odda are to be rehabilitated to satsfactionSurface finishes

E101 Cement/sand 20mm screed on floors. m2 600E102 Cement/sand 20mm plaster on internal walls m2 300

Cement/sand 20mm render external walls m2 100

E103 Cement/sand 20 x 100mm high skirting on internalwalls

m2 45

Surface Finishes, Lining and Partitions

E104 Ceiling board; celotex painted with distemper m2 500

E105 Supply and apply three coats of approved plasticemulsion paint to rendered walls and beams

m² 130

E106 All steel compents to be cleaned and painted. Item 1

Windows, Doors and Glazing

Rate to include supply of materials/fittings, fixingand/or drilling, cutting of associates works andpainting with with 3 coats of paint.

Doors

Cost to include frames, hinges, locks, handles, stoppers,

and fixing in accordance with specifications.

E111 900 x 2180mm Steel door nr 4

E112 900 x 2180mm Panel door (D2); as specified nr 4

E113 850 x 2180mm flush door (D2); as specified nr 4

E114 800 x 2180mm flush doors (D3); as specified nr 3

Painting

E115 3 coats of plastic emusion paint m2 600

E116 Ditto but super gloss on internal aand extenal walls m2 600


Rehabilitation of Staff Houses



RATE(Ksh)

AMOUNT(Ksh)

FENCING

Holale Dam

E201 Specified concrete fence post nr 80

E202 Bracing posts nr 120

E203 Chain link fencing m 800

E204 Gate posts nr 12E205 4 m wide double leaf gate nr 2

Butiye Pumping StationE211 Specified concrete fence post nr 20E212 Bracing posts nr 30E213 Chain link fencing m 300


Odda Pumping StationE221 Specified concrete fence post nr 15E222 Bracing posts nr 24

E223 Chain link fencing m 250


Manyatta Tank Fence(Maonry)E231 Specified concrete fence post nr 6E232 Bracing posts nr 16E233 Chain link fencing m 100E234 Gate posts nr 2E235 4 m wide double leaf gate nr 1

Manyatta Tank (EST)E241 Specified concrete fence post nr 6E242 Bracing posts nr 16E243 Chain link fencing m 100E244 Gate posts nr 2E245 4 m wide double leaf gate nr 1

Heilu Tank (Masonry)E251 Specified concrete fence post nr 6E252 Bracing posts nr 16

E253 Chain link fencing m 100E254 Gate posts nr 2E255 4 m wide double leaf gate nr 1





RATE(Ksh)

AMOUNT(Ksh)

Collection Page

1 Rehabilitation of Staff Houses

2 Fencing

Total Carried to Summary


MOYALE WATER SUPPLY PROJECT PHASE II ADDITIONAL BOREHOLES

ITEM No.DESCRIPTION UNIT QTY RATE

(Khs)AMOUNT(ksh)

Drilling

A345.1Mobilisation of drilling unit to site, erect at position ofborehole, dismantle and demobilise on completion

LS

A345.2Mobilisation of test pumping equipment, erect,dismentle and demobilize on completion

LS

A345.3

Provide all other plant, equipment, stores, personnelmaterials and remove from site on completion

LS

A345.4Allow for all costs involved in providing water for allrequirements

LS

A345.5 Allow for clearance of site on completion LS

A345.6Application, follow-up and acquisition of drilling permitfrom Water Apportionment Board

LS

A345.7 Drilling 0 - 100 m deep m

A345.8 Drilling 100 - 150m m

A345.10 Supply and install 205mm plain steel casing class B m

A345.11Supply and install 205 mm slotted steel casing class B -diameter changed to 200mm

m

J4162.1Supply and install gravel pack with avarage grain size of2 mm

ton

L771.1Grouting of top 3 metres of annular space betweencasing and borehole

LS

L771.2 Form concrete surface plug around casing withdimensions 1000 x 1000 x 1000 mm

LS

A345.11Well development using air or water jetting asrecommended by Hydrogeologist

Hr

A345.12 Insertion and removal of equipment Hr

A345.13 Test pumping Hr

A345.14 Recovery Test Hr

A345.15 Supply and install 205 mm diameter well cap LS

A345.16 Chemical analysis of water LS

Erection of Gantry

M72 Fabrication and erection of 6 inch GI borehole gantry LumpsumBorehole Equipping

Allow for Supply and Installation of the following. Thecost should include all the required fittings


Additional Boreholes



(Khs)AMOUNT(ksh)

Pump

A345.17

Supply and install a submersible pump with metalicimpellers complete with a 7.5KW three Phase Motor

with capacity to pump 50m3/hr against a head of 120m

ProvSum

1 700,000 700,000

Drawdown Pipes

I1665mm diameter GI Pipes Class C. Include all therequired fittings pipe changed t0 100mm diameter

m 80

K512.1 6mm2 x 4core submersible drop cable m 80

K512.2 Electrode cable (1mm2

x 1core) m 120

K512.3Electrodes no. 2

K512.4Cable splicing Kit no. 1

IJ52911.1uPVC dipper pipes 1" no. 16

IJ52911.2Starter pipe 65mm no. 1

IJ52911.3 Bottom adaptors 80mm no. 1

IJ52911.4 Top adaptors 80mm'no. 1

IJ52911.5 Pump guard set 80mm no. 1

Borehole Surface Sundries

K9411Borehole cover plate 80mm diameter complete withfittings

no. 1

J52911.1 GI Plug 80mm diameter no. 1

J52911.2 GI Hexagonal nipples 80mm no. 4

J52911.3 GI bend 80mm diameter no. 2

J52911.4 GI union 80mm diameter no. 1

J52911.5 GI Tee 80mm diameter no. 1

J52911.6 Gate valve 80mm diameter peglar no. 1

J52911.7 GI reducer tee diameter 65mm no. 2

i961 Pressure guarge 10bar no. 1

i956 Single orifice air valve no. 1

i941 Non Return Valve 65mm Peglar flap type no. 1

A345.19 Installation charges for borehole surface sundries ProvSum

1

Electrical Sundries within a radius of 10m fromborehole:





(Khs)AMOUNT(ksh)

M481 Junction Box complete fittings no. 1

K551 Cable trunking no. 2

K541.1 10mm2

× 4core armoured cable m 300

K541.3 Float Switch no. 1

K541.4 Earth rod 1.2m c/w earth lead cables set 1

K541.5 Automatic Voltage Switch three phase (AVS) m 1

K541.6 Main switch fuse no. 1

K541.7

Supply and installation of 7.5KW standard control panelboard with lockable box to the satfaction of the Enginerr

ProvSum

1

K541.8Water meter complete with accessories 80mm diameter no. 1

K541.9Electrical and related works as directed by the Engineer Prov

Sum1 300,000 300,000





(Khs)AMOUNT(ksh)

Rising Main

D Clearance

D5211 General clearance along pipeline route m 300

E Trenching

E4431Trench for 75 to 110 mm ND uPVC/ GI PIPE DEPTHN.E. 1.0M

m 200

E4441.1 Ditto but depth 1.0 - 1.5 m m 100

I Pipework

Supply and Instal the following. The cost shouldinclude required fitting and joinery material

I16.2 90mm uPVC class D pipe m 300

5 UPVC BENDS CLASS D

I521 90 mm ND GI 11.25° nr 1

I522 90 mm ND GI 22.5° nr 1

I523 90 mm ND GI Upvc 45° nr 1

I524 90 mm diameter Upvc 90° nr 1

I532.1 90mm by 225mm UPVC Tee nr 1

I532.2 90mm by 805mm UPVC Cross nr 1

9 VALVES

I954 25 mm flanged single air valve PN 10 fitted to 80mmND GI Main. Include all the required Fittings nr 1WASHOUTS

I91.150 mm. DN GI washout fitted on 110/100mm NDuPVC/GI main to outfall for scour as per relevantdrawing nr 2





(Khs)AMOUNT(ksh)

VALVE CHAMBERS

For valve chamber detail refer to relevant drg.

U111.1 Valve chamber type 3 depth n.e. l.0m nr 2

U111.2 Valve chamber type 2 depth n.e. 1.0 m nr 2

Thrust Blocks

L441.1 Thrust and anchor blocks volume n.e. 0.1 m³ nr 1

L441.2 Ditto but volume 0.1 - 2.0 m³ nr 1

Marker Posts

H231.1 Air valve marker posts nr 2

H231.2 Ditto but Gate valve nr 1

H231.3 Ditto but washouts nr 2

H231.4 Ditto but pipeline nr 3

J2312

Pipeline testing and commissioning for the whole workon this line, including all necessary equipment, materialsand works necessary for testing, such as thrust blocks,anchor blocks, transportation and use of water, pipefittings, disposal of used water. m 300

J31

Disinfection of Pipe lines: flushing with clear water,filling with water containing 0.05 g/l calciumhypochlorite, left for 24 hours. This includes supply ofall necessary equipment, materials, chemicals and water,measurement of residual chlorine, all as specified. m 300

TOTAL CARRIED TO SUMMARY SHEET




(Khs)AMOUNT(ksh)

Collection PageBorehole Summary

1 Page 1-----Borehole drilling

2 Page 2----Borehole drilling

Sub Total for Borehole

Rising Main Summary

3 Page 3-----The Rising Main

4 Page 3-----The Rising Main

Sub Total for Rising MainAdd Sub Total for Borehole above

TOTAL CARRIED TO SUMMARY SHEET


MOYALE WATER SUPPLY PROJECT PHASE II MASONRY TANKItemNo.

Description Unit Qty Rate Amount

100M3 Ground Masonry Tank at Arosa

General Clearance

D181 Allow for general Clearance of Site m2 35D21 Allow for removal of trees and stumps of girth

500mm-1mNo. 10

EarthworksE321 Excavation of foundations max depth n.e 0.25m m3 18

E323 Excavation of foundations max depth n.e 0.25m-1.0m M3 27

E332 Allow for Excavation in Rock maximum depth 1.0-1.5m

m3 18E611 Allow for filing and compaction using murram m3 60

E612 Allow for filing and compaction using hardcore m3 80

In Situ ConcreteF223 Provide and construct as indicated Concrete grade:

15 as blindingm3 7

F224 Provide and construct as indicated Concrete grade:25 as Roof and floor slabs

m3 25

FormworkG111 Timber 4"*2" m 120G112 Timber 12"*1" m 300

Masonry WallA1.12 Supply all material and construct 300mm circular

masonry wallm2 45

A1.13 Supply all material and construct a 225mm circularmasonry wall

m2 75

A1.14 Supply all material and plaster inside of tank with15.0mm water proof sand/cement screed

m2 160

Steel Reinforcement

Supply, cut and place the following steelreinforcement to BS 4466

A1.21 Y8 kg 1152A1.22 Y10 kg 600A1.23 Y12 kg 130A1.24 Y16 kg 650

WaterProofingW211 Bondex Kg 25

Total for Page 1 carried to Collection Page

Masonry Tank



OutletJ111.1 50MM Ø G.I Puddle Flange threaded both Ends No. 1J111.2 50mm Ø plain socket No. 2J111.3 50mm Ø Hex. Nipple No. 2J111.4 50mm Ø Gate Valve No. 1J111.5 50mm Ø G.I threaded both ends piece No. 1J111.6 50mm ØValve socket No. 1

InletJ111.7 50MM Ø Ball Valve flanged No 1J111.8 50MM Ø flange No 1J111.9 50mm Ø plain socket No 3J111.10 50MM Ø G.I Puddle Flange threaded both Ends No 1J111.11 50mm Ø Elbow (F) No 1J111.12 50mm Ø G.I threaded both ends piece No 1J111.13 50mm Ø 90º Bend ( F ) No 1J111.14 50mm Ø Elbow G.I threaded both ends No 1J111.15 50mm Ø Nipple No 1J111.16 50mm Ø Gate Valve No 1J111.17 50mm ØValve socket No 1

WashoutJ111.18 100mm dia GI 90o

bend(flanged) No 1J111.19 100mm dia GI pipe class B length 1J111.20 100mm dia sluice valve No 1J111.21 100mm dia flanges No 2J111.22 150x100mm dia reducer No 1J111.23 Standard valve chamber No 1J111.24 150X100mm dia reducer No 1

PlasteringU184 Allow for plastering as indicated m2 150

PaintingV731 Black Bitumen Paint Lts 10V531 Distember white paint Lts 50

Air ventJ111.25 75mm dia equal tee No 4J111.26 75mm dia nipple No 6J111.27 75mm dia elbow No 4J111.28 Mosquito gauze No 1

LadderN431 Allow for inside and outside aluminium Ladder. The

length should be about 3-3.5m and as indicated inNo. 2

Total for Page 2 carried to Collection Page

Masonry Tank



Collection Page

1 Page 12 Page 2

Total Carried to Summary

Masonry Tank

MOYALE WATER SUPPLY PROJECT PHASE IIHOLALE PUMPING EQUIPMENT

ITEMNo.

DESCRIPTIONUNIT QTY RATE

(Khs)AMOUNT

(Ksh)Supply and Installation of pumpingEquipments at holale shallow well

7.1 Allow for Repair of defective Control Panelhouse

Provisionalsum

1 750,000.00 750,000.00

7.2 Allow for desilting of Wells in Holale andother remedial works

Provisionalsum

1 1,050,000.00 1,050,000.00

7.3 Allow for Purchase of Standby Pump atHolale with specification similar existing one.This may include a control Panel

Provisionalsum

1 850,000.00 850,000.00

7.4 Allow a Percentage for Contractors ProfitMargin

% 2,650,000.00

Sub Total to Summary

Holale Pumping Equipment

MOYALE WATER SUPPLY PROJECT PHASE IISUMMARY

ITEMNo. DESCRIPTION AMOUNT

(Ksh)

1 Preliminaries and General Items

2 The Minor Distribution System

3 Connections and Water Kiosks

4 100m3 Elevated Steel Tank at Sessi

5 100m3 Masonry Tank at Arosa

6 Rehabilitation of Staff Houses and Fencing

7 Additional Borehole

8 Supply and Installation of pumping Equipments at holale shallow well

Sub Total

Allow for 10% contigencies

Grand Total

Summary

Grand Summary

Moyale Blank Boqs

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