S.N

oShort Text Description Quantity Units Rate

Estimated

Amount(Tshs)Remarks

1 Building permitsBuilding Permit follow up costs at the

Municipal (city) authorities 1 Item 0As per local statutory

regulations

2 Project display boardErection of project display board. As

per local statutory regulations 1 Item 0As per local statutory

regulations

3Covering site using C.G.I

sheets

Built in cost including covering of site

using C.G.I. sheets. As per local

statutory regulations

162 RM 0As per local statutory

regulations

4Safety provision during

connstruction

Provision for safety by vendor,during

construction 1 Item 0As per local statutory

regulations

5

Mobilization, clearance and

demolition works, shifting of

UST's from the current

position plus demobilization

Mobilization, Site Clearance &

Demolition plus demobilization works

if necessary. Item includes hiring of

special equipments and labour cost

1 Item 0

6Environmental Impact

Assessment (Provision)1 Item 0

7Geotechnical Survey Report

(Provision)1 Item 0

8 Fire Cerificates (Provision) 1 Item 0

9NAMC Site Visit prior to

certification of EIA (Provision) 1 Item 0

10 EWURA Approval (Provision) 1 Item 0

11 Architectural Charges 1 Item 18,825,875

12 Structural Consultant 1 Item 18,825,875

TOTAL 37,664,299.9

VAT @ 18% -

TOTAL with VAT 37,664,299.9 CONTINGENCY @ 10% 3,766,430.0

GRAND TOTAL 41,430,729.9

Cost of Installation for Proposed New RO at Maji ya Chai

S.No Short Text ITEM DESCRIPTION: UNIT QTY RATE (TZS) AMOUNT (TZS) TRENCHES

1Mobilization &

demobilisation, site clearance

Mobilization, Site Clearance & cutting of trees works if

necessary. Item includes hiring of equipments and

labour cost.

Item 1.0 -

2

Earthwork in cutting of

ordinary soil upto 150mm

depth

Earthwork in cutting in all kinds of soil/murrum in the

plot area,upto a maximum depth of 150 mm, including

removal and disposal of unsuitable excavated earth and

other material away within 100 m from site as directed

by Gapco Engineer in Charge

M3 244.2 -

3

Filling of excavated soil upto

300mm depth incl

compaction using roller

Filling of good quality excavated soil available at site by

spreading in layers not more than 300

mm,dressing,levelling to the required slopes, watering,

compacting with10 M Tonne static road roller/ ramming

to achieve 95% modified Proctor density including the

initial compaction of original ground level. as per

specifications and directions of the site -incharge.(Rate

to include proctor density test,compaction &

consolidation test)

M3 262.5 -

4

Filling using GSB/Murrum- 1

layer of 150mm.

Filling of good quality granular material/murrum

brought from outside,as per Gapco specifications,by

spreading in layers not more than 150

mm,dressing,levelling to the required slopes, watering,

compacting with10 M Tonne static road roller/ ramming

to achieve 95% modified Proctor density including the

initial compaction of original ground level. as per

specifications and directions of the site -incharge.(Rate

to include proctor density test,compaction &

consolidation test)

M3 131.3 -

5

P&L 3 layers of WBM-100mm

each compacted Providing & Laying of Water Bound Macadam(WBM) in

3 layers of 100 mm each,watered,rolled and compacted

to the deisred thickness.Compact each layer with 10T

pneumatic roller to achieve the maximum dry density

to the required standard for improving the bearing

capacity of the driveway subgrade as explained by EIC.

M2 2,625.0 -

6

Excavation of the canopy

foundation

Excavation in ordinary soil for making trenches for

canopy foundation as per standard drawing no.

2006/01/S007 provided by Gapco and disposal of

excavated materials away from the station as per Local

Authorities.

M3 12.0 -

7

S&F reinforcement in RCC-

8mm onwardsProviding cold twisted HYSD steel bars of approved

make of BS std. for RCC work including straightening,

cutting, bending, binding and placing in position of

8mm and above dia and M.S. round bars dia.

kg 218.2 -

10

S&F wooden formwork for

the canopy foundationSupply and fixing of wooden formwork using good

quality wood, suitable for this purpose, for casting of

canopy foundation as per the dimensions in the

standard drawing no. 2006/01/S007 and as advised by

the Gapco Engineer in Charge.

M2 14.2 -

11

S&F 20mm Dia. Bolts to the

canopy foundation Supply and fix 20mm diameter MS Anchor bolts to the

conopy foundation of the column trench as per

standard canopy trench drawing no. 2006/01/S007 .

EA 18.0 -

12P&L Cement Concrete 1:2:4

mix in foundation

Providing & Laying Concrete Cement in 1:2:4 nominal

mix for the construction of canopy foundation, finish to

the desired shape and necessary compaction and

curing as per the standard drawing no. 2006/01/S007

provided (Provision for the pipeline for storm water to

be provided). Item includes labour, tools, material plus

the curing process on the structure as per requirement

but excludes cost of formwork and reinforcement

M3 6.4 -

13

Excavation in WBM &

Ordinary soil for pump Island

Excavation in WBM & ordinary soil for making trenches

for pump island as per standard drawing no. STD -

017A provided by Gapco and disposal of excavated

materials away from the station as per Local

Authorities.

M3 5.9 -

14

S&F wooden formwork as per

Pump Island requirementSupply and fixing of wooden formwork using good

quality wood, suitable for the pump island construction

and cast the pump island as per the dimensions in the

standard drawing no. STD - 017A and as advised by

the Gapco Engineer in Charge.

M2 11.7 -

15P&L PCC 1:4:8 mix on pump

Island 100mm thick

Providing & Laying Plain Concrete Cement in 1:4:8

nominal mix for the construction of pump island,

including necessary form work and finish to the desired

shape and necessary compaction as per the standard

drawing no. STD - 017A (there should be a provision

for the pipelines on the Island). Item includes labour,

tools, material plus the curing process on the structure

as per requirement

M3 2.7 -

16

Excavation for pipeline

trench upto 800mm depth


pipeline as per standard drawing no. STD/2009/1/FPD-

001 provided by Gapco and disposal of excavated


Authorities.

M3 67.2 -

17

S&F 12mm reinforcement to

the pipeline trench

Supply, cut, bend and fix by binding wire, 12mm

diameter MS reinforcements to the pipeline trench

base, walls and covers as per standard trench drawing

no. STD/2009/1/FPD-001

kg 996.8 -

18


the pipeline trench

Supply and fix wooden formwork using good quality

wood, suitable for this purpose, for casting of pipeline

trench as per the dimensions in the standard drawing

no. STD/2009/1/FPD-001 and as advised by the Gapco

Engineer in Charge.

M2 126.0 -

SITE DEVELOPMENT & BASE COURSE

CANOPY FOUNDATION CONSTRUCTION

PIPE TRENCH CONSTRUCTION

PUMP ISLAND CONSTRUCTION

GAPCO TANZANIA LIMITEDSCHEDULE OF QUANTITIES FOR MAJOR DRIVE WAY REPAIR WORK

19P&L Cement Concrete 1:2:4

mix in foundation

Providing & Laying Concrete Cement in 1:2:4 nominal

mix for the construction of pipeline trench foundation,

finish to the desired shape and necessary compaction

and curing as per the standard drawing no.

2006/01/S007 provided. Item includes labour, tools,

material plus the curing process on the structure as per

requirement but excludes cost of formwork and

reinforcement

M3 12.6 -

20Backfill using river sand on

excavated trenches

Backfill using clean river sand to the pipeline ducts

trench and under pump Island cavity to the required

standard.M

3 18.9 -

21P&F Precast pipeline trench

covers

Providing & fixing precast pipeline trench covers of

size 450mmX500mmX100mm thick in Reinforced

Cement Concrete of 1:2:4 nominal mix as per Standard

Gapco pipe duct drawing no. STD/2009/1/FPD-

001,complete including all necessary labour & material.

M3 6.3 -

- PIPELINES & CHAMBERS

SUBTOTAL

22S&L 150mm PVC pipe for

storm water capture

Supplying and Laying 150mm PVC class B pipe from

the canopy foundation structure to the periphery

drainage duct as per standard drawing provided by

Gapco. Item includes labour and material

M 45.0 -

23S&L 100mm PVC pipe for

electrical works

Supplying and Laying 100mm PVC class B pipe from

the chamber just before the pump islands, to the two

pump islands as per standard drawing provided by

Gapco. Item includes labour and material

M 50.0 -

24

Excavation for electrical

chambers pitsExcavation in ordinary soil for making trenches for

electrical chambers as per standard drawing provided

by Gapco and disposal of excavated materials away

from the station as per Local Authorities.

M3 9.8 -

25P&L PCC 1:4:8 mix in

pipeline trenches


nominal mix in the electrical chamber base, including

necessary form work and finish to the desired shape

and necessary compaction as per the standard drawing

no. STD - 015. Item includes labour, tools, material

plus the curing process on the structure as per

requirement

M3 1.5 -

26Construct electrical pull out

chambers-Walls

Construction of Electrical Pull out chambers with

230mm thick solid concrete block walls as per the

standard Gapco drawing No.STD 015 and allocations as

directions given by the Engineer in-charge. Item

including cost of all material and labour.

M2 28.0 -

27Construct electrical pull out

chambers-Concrete

Casting of Electrical Pull out chamber beams in 1:2:4

nominal mix as per the standard Gapco drawing

No.STD 015 and allocations as directed by the Engineer

in-charge. Item including cost of all material and

labour.

M2 1.3 -

28Plastering internal wall of

electrical chamberPlastering internal walls of electrical chamber with

15mm thick cement/sand plaster of 1:3M

2 29.8 -

29S&F of electrical chamber

cover as per drawing

Supply andf fixing of Heavy duty electrical covers as

per std drg.No.STD 015, including cost of all material

and labour.

EA 5.0 -

30

Excavation for storm water

chambers pitsExcavation in ordinary soil for making trenches for

storm water chambers as per standard drawing

provided by Gapco and disposal of excavated materials

away from the station as per Local Authorities.

M3 12.0 -

31P&L PCC 1:4:8 mix in storm

water chamber base


nominal mix in the base of storm water chambers,

including necessary form work and finish to the desired

shape and necessary compaction as per the standard

drawing no. STD - 017A (there should be a provision

for the pipelines on the Island). Item includes labour,


as per requirement

M3 1.8 -

32Construct storm water

chambers

Construction of storm water chambers with 230mm

thick solid concrete block walls as per directions given

by the Engineer in-charge. Item including cost of all

material and labour.

M2 24.0 -

33Construct storm water

chambers

Casting of storm water pull out chamber beams in

1:2:4 nominal mix as per directions given by Engineer

in-charge. Item including cost of all material and

labour.

M3 1.1 -

34Plastering internal walls of

storm water chambers

Plastering internal walls of storm water chamber with

15mm thick cement/sand plaster of 1:3 nominal mix. M2 30.8 -

35S&F of storm water chamber

cover as per drawing

Supply and fix of Heavy duty storm water covers as per

directions given by EIC, item includes cost of all

material and labour.

EA 3.0 -

36

Excavation of the kerbstone

areaExcavation in WBM & ordinary soil for making trenches

for kerbstone as per standard drawing no. STD - 013

provided by Gapco and disposal of excavated materials

away from the station as per Local Authorities.

M3 15.6 -

37P&L PCC 1:4:8 mix in kerb

stone base


nominal mix in the base of kerb stones, including

necessary form work and finish to the desired shape

and necessary compaction as per the standard drawing

no. STD - 017A (there should be a provision for the

pipelines on the Island). Item includes labour, tools,

material plus the curing process on the structure as per

requirement

M3 8.9 -

38Precast & Supply kerbstone

as per drawing

Precast and supply of kerbstones in Reinforced

Concrete Cement of 1:2:4 mix and 12mm

reinforcement as per Standard kerbstone drawing no.

STD - 013 provided by Gapco. The shape of the

kerbstone periphery should be considered and supply

accordingly. Item includes labour, transport and

material.

M 130.0 -

39Backfill using local excavated

materials

Backfill using local excavated material to the kerbstone

rear and front cavity after construction of the

kerbstones.M

3 11.6 -

43

Excavation for the entry/exit

& side drainExcavation in ordinary soil for making trenches for the

entrance, front and towards the road drainage as per

standard drawing of fuel duct and provided by Gapco

and disposal of excavated materials away from the

station as per Local Authorities.

M3 57.6 -

44

S&F 12mm reinforcement to

the drainage

Supply, cut, bend and fix by binding wire, 12mm

diameter MS reinforcements to the entrance, front and

final drainage towards the road as per standard column

trench drawing.

kg 996.8 -

45


the main drainage system

Supply and fixing of wooden formwork using good

quality wood, suitable for this purpose, for casting of

the main drainage system (Entrance, front and final

one to the road) as per the dimensions in the standard

drawing and as advised by the Gapco Engineer in

Charge.

M2 108.0 -

KERBSTONE CONSTRUCTION

DRAINAGE CONSTRUCTION

46P&L PCC 1:4:8 mix in the

foundation-front drains

Providing & laying Plain Cement concrete in 1:4:8

nominal mix for the construction storm water base, and

walls, including necessary false work and finish to the

desired shape and necessary compaction as per the

standard drawing provided (Provision for the pipeline

for storm water to be provided). Item includes labour,


as per requirement.

M3 21.6 -

47P&L CC 1:2:4 mix in

foundation-front drains

Providng & Laying Cement Concrete in 1:2:4 nominal

mix for the construction of Entrance/Exit storm water

drains base and walls, including necessary form work

and finish to the desired shape and necessary

compaction as per the standard drawing provided. Item

includes labour, tools, material plus the curing process

on the structure as per requirement

M3 5.4 -

48S&F steel gratings for front

drain-bars

Supply, cut, bend and fix 25mm, diameter MS

reinforcements for steel gratings to be placed on top of

the standard constructed drain trench at the

entrance/exit. The steel gratings should be as per

standard drawing provided by Gapco. Item includes,

labour, transport and material.

kg 750.8 -

49S&F steel gratings for front

drains-Angle sections

Supply, cut, bend and fix 40X40X3mm thick, MS

Angles for steel gratings to be placed on top of the

standard constructed drain trench at the entrance/exit.

The steel gratings should be as per standard drawing

provided by Gapco. Item includes, labour, transport

and material.

M 50.0 -

50Backfill using river sand on

excavated trenches

Backfill using sand river on the drainage trench as per

required standard - - -

51S&L river sand 50mm thick

on the paved area

Supplying and Laying river sand to a level of 50mm

thick, level the bed as a preparation before applying

the paver blocks complete as per Gapco standards.M

3 60.0 -

52

S&F 100X200X80mm paving

blocks

Supply & Fix 100x200x80mm Paving blocks complete

with filling clean river sand cussion of 50mm thick

compacted to receive pavers for the forecourt area as

per standard drawing STD - 013.

M2 1,200.0 -

53S&A Asphalt (AC14) in the

driveway-Base course

Supply & Apply Asphalt Concrete Base in Driveway

(AC14) 50mm thick on top of the already laid WBM

layer,using 80/100 grade of bitumen including tack

coat @ 1.2 kg/sqm after surface preparation and rolling

to desired grade and slope, complete as per Gapco

standards.

M2 - -

S&A Asphalt (AC14) in the

driveway-Wearing course

Supply & Apply Asphalt Concrete Wearing Course in

Driveway (AC14) 30mm thick on top of the already laid

WBM layer,using 80/100 grade of bitumen including

tack coat @ 1.2 kg/sqm after surface preparation and

rolling to desired grade and slope, complete as per

Gapco standards.

M3 - -

PAVERS & ASPHALT APPLICATION

54Painting kerbstone & pump

Island black/yellow

Painting of kerbstone and pump island with alternating

strips of 500mm black and yellow Gloss Enamel paints

as per standard Gapco pattern.M

2 99.0 -

TOTAL -

VAT @ 18% - TOTAL with VAT -

CONTINGENCY @ 10% - GRAND TOTAL -

PAINTING

S.No Short Text ITEM DESCRIPTION: UNIT QTY RATE (TZS) AMOUNT (TZS)PIPE WORK

1S&L 40 mm dia Class B pipe CS

seamless

Supplying, laying and installation of 40 mm diameter pipeline

using API 5L Grade B Schedule 40 Carbon Steel Seamless

pipe for suction from the UG Tank manhole to the approved

pump island as per instructions from engineer in charge.

M 245 38,000.00 9,310,000.00

2S&F 75mm dia CS class B schedule

filling pipes

Supplying ,fabricating and fixing of the 75mm (3") carbon

steel black pipes class B schedule for filling point from

allocated decanation points to the US Tanks.M 23.00 45,000.00 1,035,000.00

3 S&F 40 mm Angular Check valveSupplying and fixing new 1.5 inches(40 mm dia) Angle Check

Valve for Suction lines at the Tank Manhole chamber,as

directed by the Engineer in Charge.

EA 7 220,000.00 1,540,000.00

4Doping using 2 bituminous primer &

2 asphalt on pipes

Doping the already laid lines for suction and

vent(underground portion only),using two coats of

bituminous primer & two coats of plastic asphalt of Robialac

or approved make to achieve an overall finished thickness of

3mm minimum.This activity to be carried out as per EIC

instructions

M2 61.25 21,500.00 1,316,875.00

5Disconnect & Hydrotest pipes at

50psi

Disconnecting all pipe connections and hydrotesting of the

already laid pipelines,applying a minimum pressure of 50 psi

for atleast one hour,as per the satisfaction of the Engineer in

Charge.The job includes cleaning and removing of the water

from the pip

EA 7.00 75,000.00 525,000.00

6 Do card board blasting on pipes

Card Board blasting of the hydrotested lines,as per the

standard procedure.The job includes cost of all labour and

material to carry out the activities complete as per the

directions of the EIC.

EA 7.00 120,000.00 840,000.00

7Excavate & Disposal soil for

c/barrier pits 400X400X500mm

Excavation/cutting and disposal of ordinary soil/concrete for

crash barrier pits/trenches of 400mmX400mm not exceeding

500mm deep starting from drive way level.M

3 0.96 7,500.00 7,200.00

8Apply vibrated in-situ PCC1:2:4

after installation of C/Barrier

Providing & Laying Plain Concrete Cement in 1:4:8 nominal

mix, including necessary form work and finish to the desired

shape and necessary compaction as per the standard crash

barrrier drawing. Item includes labour, tools, material plus

the curing process on the structure as per requirement

M3 0.96 500,000.00 480,000.00

9S&F 75mm CS black pipes Class A

for crash barrier member

Supplying ,fabricating and fixing of the 75mm (3") carbon

steel black pipes class A schedule for crash barrier members,

including all necessary cutting/bending of members to shape

and size, threading, welding (wherever required) as per

standards and painting with one coat of red oxide primer and

two coats of gloss enamel paint on the exposed surfaces.

M 27.60 40,000.00 1,104,000.00

10S&F 75mm CS black elbow Class A

for crash barrier member

Supplying, fabricating and fixing of the 75mm elbows for

joining vertical and horizontal members of the proposed crash

barrier, including all necessary cutting/bending of members

to shape and size, threading, welding (wherever required) as

per standards and painting with one coat of red oxide primer

and two coats of gloss enamel paint on the exposed surfaces.

EA 24.00 13,500.00 324,000.00

11S&F Locking arrangement for

Fill/Dip pipes

Supplying and fixing of standard locking arrangement for the

fill and dip pipes openings, including all necessary threading,

welding (wherever required) as per standards and painting

with one coat of red oxide primer and two coats of gloss

enamel paint on the exposed surfaces.

EA 3.00 80,000.00 240,000.00

12Supply Dip sticks as per tank

configurationEA 0.00 0.00

DU INSTALLATION

13S&F Angle Sections for Pump base

frame

Supplying and Fabricating Rolled angle sections (equivalent to

ISA 65X65X6mm) for MPD base frame as per standard

drawing,including necessary labour and material for the

completion of the job. EA 7 85000

595,000.00

14S&F 12 mm dia,250 mm long Rawl

bolts

Supplying and fixing 12 mm diameter and 250 mm long Rawl

bolts to the base of MPD foundation as per standard drawing,

including necessary material and labour to complete the job. EA 28 4500

126,000.00

15 P&L 1:3 thick cement sand plaster

Providing and laying 12 mm thick 1:3 cement sand plaster on

the concrete block masonary of the pump islands,as per the

directions of Engineer in Charge. M2

7 15000105,000.00

16 Install DU including all connections

Installation of supplied Dispensers units including the cost for

labour using crane/forklift of sufficient capacity and fixing of

the bolts as per the footprint of the dispensing unit,as per the

standard drawing and as directed by the Engineer incharge.

EA 7.00 50,000.00 350,000.00

TOTAL 17,898,075.00

VAT @ 18% 0.00TOTAL with VAT 17,898,075.00

CONTINGENCY @ 10% 1,789,807.50GRAND TOTAL 19,687,882.50

GAPCO TANZANIA LIMITED

SCHEDULE OF QUANTITIES FOR PIPELINE & DISPENSING UNIT INSTALLATION WORKS

S.No. Short text ITEM DESCRIPTIONSUnit QTY RATE (TZS) AMOUNT (TZS)

A

1

S&L 16mm sqr 4 core Amoured

copper cable

Supplying & Laying of 16 mm sq, 4 core armoured copper

cable of approved make. Wire between contactor which is

out of the DB to the DB. Item includes all labour and

material for laying of the cable on the walls, inside the

supplied trunks as directed by Gapco Engineer in Charge.

M 15.00 -

2

S&L 6mm sqr, single core copper

wire

Supplying & Laying of 6 mm sq, single core flexible

copper cable of approved make. (Wire from equipment to

Earthpits)Item includes all labour and material for laying

of the cable on the walls, inside the supplied trunks as

directed by Gapco Engineer in Charge.

M 200.00 -

3

S&L 2.5mm sqr cable Twin with

Earth

Supplying & Laying of 2.5 mm sq, 3 core semi flexible

(Twin & Earth) copper cable of approved make for

extension of DU cables from old panel to new DB of AVR.

Item includes all labour and material for laying of the

cable on the walls, inside the supplied trunks

M 245.00 -

4

S&L 2.5mmsr 4 core Amoured

cable

Supplying & Laying of 2.5 mm sq, 4core armoured copper

cable of approved make. (Wire from DB to all

pumps)Item includes all labour and material for laying of

the cable on the walls, inside the supplied truncks, inside

the existing conduits as directed by Gapco Engineer in

Charge.

M 245.00 -

B -

5

S&F 63A 4 pole contactor Supplying & Fixing of 63 A, 4 pole contactor of approved

make for isolation of power. Item includes all labour and

material for installation and commissioning of the

contactor at specified location.

EA 1.00 -

S&F 63A 4 pole MCCB Supplying & Fixing of 63 A, 4 pole MCCB of approved

make for isolation of power. Item includes all labour and

material for installation and commissioning of the

contactor at specified location.

EA 1.00 -

6

S&F Electrical MS Box Supplying and Fixing an Electrical panel of approved

make. Item includes all labour and material for fixing of

the electrical Mild steel well painted box with safety sign

as directed by Gapco Engineer in Charge.

EA 1.00 -

7S&F 25mm dia Copper Electrode Supplying and Fixing a 25mm copper electrode of

approved make. Item includes labour and material of the

electrode supplied

EA 4.00 -

8

S&F 10A 230V Emergency

P/button

Supplying & Fixing of 10A, 230V 2NO + 2NC Mushroom

type Red colour emergency Stop push Button AC of

approved make. Item includes all labour and material for

installation and commissioning of the contactor at

specified location.

EA 1.00 -

9

S&F 32A, 300mA ELCB Supplying & Fixing of 32 A, tripping current of 300mA

Electrical Circuit Breaker of approved make. For small

AVR before AVR DB. Item includes all labour and material

for installation and commissioning of the MCB.

EA 1.00 -

10

S&F 100A 3 Phase Change Over

Switch

Supplying & Fixing of 100A, 3 Phase Change Over Switch

of approved make. Item includes all labour and material

for installation and commissioning of the Change Over

Switch.

EA 1.00 -

11

S&F 16A Single pole MCB Supplying & Fixing of 16A, single pole Menature Circuit

Breaker of approved make (wire from DB to AVR). Item

includes all labour and material for installation and

commissioning of the MCB.

EA 1.00 -

12

S&F 12 way main 3 Ph

distribution board

Supplying & Fixing of 3 phase 12 way Main Distribution

Board of approved make. Item includes all labour and

material for installation and connections/commissioning of

the Distribution board as per the satisfaction of Gapco

Engineer in Charge.

EA 1.00 -

13

S&F 12 way SP distribution board Supplying & Fixing of single phase 12 way AVS

Distribution Board 10KA of approved make. Item includes

all labour and material for installation and

connections/commissioning of the Distribution board as

per the satisfaction of Gapco Engineer in Charge.

EA 1.00 -

14

S&F RCD 100A Circuit Breaker Supplying and Fixing a 100A Residue Current Device

Circuit Breaker of approved make to isolate power in case

of any current leakge or short circuit. Item includes all

labour and material for installation and commissioning of

the contactor at specified location.

EA 1 -

C -

15

S&F 50mm by 50mm PVC Trunk Supplying & Fixing of 50mm x 50 mm PVC trunks for

concealing of cables. The trunk to be be fixed on wall and

the item includes cost of all labour and material for fixing

up the trunks.

M 4.00 -

16

S&F Rawl bolts M 10, 150 mm

long Supplying and fixing 10 mm diameter and 150 mm long

Rawl bolts to the base of Servomax AVR, including

necessary material and labour to complete the job.

EA 10.00 -

17

S&F 25mm ordinary cable glands Supplying & Fixing of 25 mm ordinary cable glands of

approved make to the provided/existing cables. Item

includes all labour and material for fixing of the cable

glands.

EA 20.00 -

18

S&F 25mm flame proof cable

glands

Supplying & Fixing of 25 mm flame proof cable glands of

approved make to the provided/existing cables. Item

includes all labour and material for fixing of the cable

glands.

EA 10.00 -

19S&F Fluorescent Lamp plus

fittings

Supplying & Fixing of Fluorescent lamps and fittings

complete. Item includes all labour and material for fixing

of the lamps.

EA 6.00 -

20

S&F Metal Halide 250W flood

lights plus frame

Supplying & Fixing of 250W Metal Halide Flood Lights with

a fixing frame mounted on the building wall of approved

make. Item includes all labour and material for fixing of

the cable glands.

EA 3.00 -

21

S&F Copper Flat Bar

25mmX3mm

supplying and Fixing Copper Flat Bar 25mmX3mm for the

improvement of earth resistance on the Earth pit. Item

includes all labour and material for fixing of the flat bar.

M 8.00 -

22

S&F 20A strip cable connectors Supplying & Fixing of 20 A strip cable connector of

approved make, to join the cable for extension of length.

Item includes all labour and material for fixing the of the

cable connectors as per standard practice and as per

satisfaction of Gapco Engineer in

EA

20.00 -

23S&F Earth Clamps & Funnel Supplying and Fixing Earth clamps and funnel to the Earth

pit. Item includes all labour and material for fixing of the

funnels.

EA 4.00 -

24

S&F Cable tags of Aluminium

sheet 75X50mm

Supplying & Fixing of Cable tags of Aluminium sheet

75mmX50mm to be able to distinguish cables entering to

the DB. Item includes all labour and material for

installation.

EA 16.00 -

25S&F 16mm dia Cable lugs Supplying & Fixing of 16 mm diameter cable lugs to the

provided/existing cables. Item includes all labour and

material for fixing the of the cable lugs.

EA 32.00 -

D -

26

Installation of supplied AVS-0P Installation & Commissioning of supplied AVS-0P at the

specified locations including all necessary labour and

material to fix the unit and connect it to the existing

cables, equipments and make it operational to the

satisfaction of Gapco Engineer in Charge

EA 1.00 -

27

Install 1 Phase AVR & connect to

DB

Installation & Commissioning of supplied AVR of various

capacity and connecting the same to the supplied DB.The

item includes all labour and material for testing of the unit

and commissioning it to the satisfaction of Gapco Engineer

in Charge

EA 1.00 -

E -

28P&P Epoxy weather proof paint

on Panel

Providing and Painting of Epoxy Weather paint in order to

safe guard the electrical panel. The paint recommended is

of Berger Paints. Item includes necessary curing of

concrete as per the standard Gapco specification

EA 1.00 -

29S&F 440 Volts danger display

board

Supply and Fix a displaying board for safety purpose,

written 440 Volts Danger on an appropriate place within

the unsafe area

EA 1.00 -

30

Construction of Earth Pits

(0.45X0.45X0.6m) plus cover

Construction of Earth pits of the following size

450mmX450mmX600mm with a removable top casted

cover. Item includes labour and material, and should be

placed as per Gapco standards

EA 4.00 -

31 Cutting of Concrete-All typesCutting all types of concrete in driveway/existing islands

and disposal of debris at a suitable place outside the

station following all local regulations for disposal.

M3 20.00 -

32Electrical Engineering

consultation

Electrical Engineering consultation services during project

execution

EA1

-

33 S&F yard light poles 7M high Yard Light poles and M/H lights, 7m high on the peripheryEA

4-

TOTAL 0.00

VAT @ 18% 0.00

TOTAL with VAT 0.00

CONTINGENCY @ 10%0.00

GRAND TOTAL 0.00


Cable termination, Glanding, Lugs, Truncks etc

Contactors, Surge Arrestors, MCBs, DBs etc

Cables

I installation, Commissioning etc

Associated Civil/Mech jobs

SCHEDULE OF QUANTITIES FOR GENERAL ELECTRICAL WORKS

S.No Short Text ITEM DESCRIPTION: UNIT

CANOPY COLUMN CONSTRUCTION TRIPLE POLE

1Apply 25mm leveling grout at the

foundation column

Apply leveling grout 25mm thich on the concrete

foundation column as per standard drawing provided

by Gapco.

M2

2

S&F 500X500X12 base plate plus

140X140X12 Base Stiffner as per

std drawing

Supply, fabricate and Fix 500x500x12mm base plate

reinforced by 140X140X12 Base Stiffner to be welded

to the base of HEA Column as per the standard

drawing provided by Gapco.

kg

3S&F 252X252 HEA Column as per

std drawing

Supply, fabricate and Fix 252X252 Column HEA as per

the standard drawing provided by Gapco. kg

CANOPY TRUSSES CONSTRUCTION TRIPLE POLE -

4 TRUSSES

1

S&F L50X50X6 for the Trusses

Fabrication & ErectionSupply, fabricate and fix angle iron 50X50X6mm for

the Trusses erection work as per the standard drawing

provided by Gapco. Item includes material, labour,

tools and transport costs

kg

2

S&F SHS 25X25X3 for the Trusses

Fabrication & ErectionSupply, fabricate and fix square hollow section BS

25X25X3mm for the Trusses erection work as per the

standard drawing provided by Gapco. Item includes

material, labour, tools and transport costs

kg

3S&F 252X252 HEA pieces for truss

support as per std drawing

Supply, fabricate and Fix 252X252 HEA pieces for truss

support as per the standard drawing no. PP

119/SE/MK5 provided by Gapco.

kg

CANOPY OVERHANG PURLINS CONSTRUCTION

TRIPLE POLE

1

S&F L50X50X6 for the Purlins

Fabrication & ErectionSupply, fabricate and fix angle iron BS 50X50X6mm for

the Purlins erection work as per the standard drawing



kg

2

S&F SHS 25X25X3 for the Purlins


25X25X3mm for the Purlins erection work as per the



kg

CANOPY OVERHAND FASCIA FRAME PURLINS

CONSTRUCTION TRIPLE POLE

1






kg

2






kg

CANOPY WEB PURLINS CONSTRUCTION TRIPLE

POLE

1






kg

2






kg

CANOPY WEB FASCIA FRAME PURLINS

CONSTRUCTION TRIPLE POLE

1






kg

2






kg

CANOPY WEB BRACING CONSTRUCTION DOUBLE POLE

1

S&F L75X75X6 for the Bracing


the Bracing erection work as per the standard drawing



kg

CANOPY ROOF, CEILING & FASCIA SHEET

INSTALLATION TRIPLE POLE

1

S&F Aluminium corrugated roofing

sheets 24 SWG as per drawing

Supply and fix aluminium corrugated roofing sheets 24

SWG as per the standard drawing provided by Gapco.

Item includes material, labour, tools and transport

costs

m

2

S&F Aluminium trough sheets IT6

for the Ceiling as per drawing

Supply and fix aluminium trough sheets IT6 for the

ceiling as per the standard drawing provided by Gapco.

Item includes material, labour, tools and transport

costs

m

3

S&F Aluminium Plain sheets for the

fascia as per drawing

Supply and fix aluminium plain sheets for the

fabrication of fascia as per the standard drawing



m

4

S&F Vinly Fascia sheet as per

drawing Supply and fix vinly Fascia sheet as per the standard

drawing provided by Gapco. Item includes material,

labour, tools and transport costs

m

CANOPY GUTTER INSTALLATION TRIPLE POLE

1

S&F Aluminium Gutter as per

drawing Supply and fix Alluminium Gutter as per the standard

drawing provided by Gapco. Item includes material,

labour, tools and transport costs

m

2S & F L50x50x6mm for the

fabrication and erection of gutter

frame

Supply, fabricate and fix L50x50x6mm for the erection

of gutter frame as per the drawing provided by Gapco kg

3S & F 16mm dia Round bars for the


frame

Supply, fabricate and fix 16mm dia Round bars for the

erection of gutter frame as per the drawing provided

by Gapco

kg

4S & F 10mm dia Round bars for the


frame

Supply, fabricate and fix 10mm dia Round bars for the

erection of gutter frame as per the drawing provided

by Gapco

kg

5

S&F 100mm dia Class B PVC Pipe as

per drawing

Supply and fix 100mm Class B PVC Pipe, for rain water

drainage as per the standard drawing provided by

Gapco. Item includes material, labour, tools and

transport costs

m

CANOPY CLADDING INSTALLATION TRIPLE

POLE

1

S&F Cladding 300X300X4850mm

long clading as per drawing Supply, fabricate and fix Cladding 300X300X4850mm

long, using 6mm thick plate and L50x50x6 as per the



kg

CANOPY PAINTING WORKS TRIPLE POLE

1

S&A standard red oxide paint at all

steel structuresSupply and Apply standard 2 coats red oxide paint to

avoid rust to all steel structures. Application should be

done after doing a thorough surface preparation using

wire brush. as per instructions given by Gapco

supervisor. Item includes material, labour, tools and

transport costs

m2

2

S&A standard aluminium paint at all

steel structures

Supply and Apply standard aluminium paint to all steel

structures applying red oxide paint 2 coats as per

standard. Item includes material, labour, tools and

transport costs

m2

2

S&A black oil paint to columns

cladding

Supply and Apply 2 coats black oil paint to all steel

structures on top of red oxide paint 2 coats as per

standard. Item includes material, labour, tools and

transport costs

m2

CANOPY ELECTRICAL WORKS TRIPLE POLE

1S&I Electrical works under the

canopySupply and Install standard Electrical Works. Item

includes material, labour, tools and transport costsEA

TOTAL EXC VINLYTOTAL INC VINLY

18% VATTOTAL

CONTINGENCY @ 10%GRAND TOTAL

QTY RATE (TZS) AMOUNT (TZS)

3.0 -

91.5 -

750.0 -

1,053.0 -

141.4 -

82.5 -

864.0 -

523.0 -

486.0 -

282.7 -

1,728.0 -

1,060.2 -

432.0 -

272.8 -

1,098.3 -

900.0 -

900.0 -

120.0 -

120.0 -

72.0 -

229.5 -

81.0 -

111.0 -

18.0 -

477.0 -

72.0 -

72.0 -

18.0 -

- -

- - - - - -

S/NShort text Long Text/Description

UNIT QTY RATE AMOUNT

CONSTRUCTION OF SALES BUILDINGBUILDING BLOCK

1 Excavation of soil up to 450 mm depth

Excavation of soil to a maximum depth of 500mm at the

proposed location of a new sales prefabricated building and

disposal of debris away from the station as per local

authorities.

M3 43.57 0.00

2Construct a PCC 1:4:8 mix 100mm thick in

foundationVibrated in-situ plain concrete with 20mm aggregates in

foundation trenches (100mm thick PCC 1:4:8 mix)M

3 6.22 0.00

3 P&L 350mm cement block as per drawing

Providing and laying 350mm cement mortar block wall in

foundation trenches overlaying PCC layer,as per the details

provided in the drawing, to a maximum depth of 700mm

and bonded by 1:3 cement/sand mortor.

M2 63.14 0.00

4Backfill using river sand on excavated

trenchesBackfill using excavated local materials to the plinth trench

and the sides of the block wall as per required standard.M

3 44.20 0.00

5S&F wooden formwork for the foundation

floor

Supply and fixing of wooden formwork using good quality

wood, suitable for this purpose, for casting of the

foundation floor of the plinth as per the dimensions in the

standard drawing and as advised by the Gapco Engineer in

Charge.

M2 30.12 0.00

6Casting PCC 1:2:4 mix on the plinth at

200mm thick

Casting Plain Cement Concrete in 1:2:4 norminal mix for

the plinth 200mm thick, including necessary false work and

finish to the desired shape and necessary compaction as

per the standard drawing provided. Item includes labour,

tools, material plus the curing process on the structure as

per requirement

M3 39.57 0.00

7 P&L 230mm cement block as per drawing

Providing and laying 230mm cement mortar block wall for

super structure of the building walls construction, as per

the details provided in the drawing, bonded by 1:3

cement/sand mortar.

M2 322.20 -

8S,C,B&F RB 16mm with 6mm strups on Ring

Beam

Supply, cut, bend and fix by binding wire round Bar 16mm

diameter MS reinforcements to the Ring Beam around the

entire building wall and strups of 6mm as per standard

drawing no. 2008/MB/MAY/A010.

Kg 579.47 -

9Apply RCC 300X230mm with 20mm

aggregate 1:2:4 mix

Vibrated in-situ reinforced concrete with 20mm aggregates

to the Ring Beam surrounding the walls 300X230mm

Reinforced Concrete Cement 1:2:4, and as per standard

drawing provided

M3 7.05 -

10S&F shuttering for the ring beam 300mm

thick

Supply and fixing of shuttering formwork using good quality

soft wood, suitable for this purpose, for casting of the ring

beam 300mm thick as per the dimensions in the standard

drawing and as advised by the Gapco Engineer in Charge.

M2 30.66 0.00

ROOFING

11S&F 50X75mm and erect rafters, purlings &

bracings

Supply and fixing of 50x75mm MS rafters and purlins plus

bracings, then erect to the required shape and size as per

standard drawing provided. Item includes labour, material

and transport

M 185.00 -

12 F&E fascia frame using SHS 30X30X1.2mm

Fabrication and erection of fascia frame including necessary

materials Square Hollow Section of 30X30X1.2mm size and

applying two coats of black gloss enamel on top of red

oxide primer.

Kg 162.00 -

13 S&F 28G CI sheets as per drawing

Supply and fixing of 28 gauge CI sheets and fixing on

purlins and rafters using self tapping screws and bitumen

washers, complete as per the standard drawing to be

provided.

M2 338.00 -

14 S&F 0.8mm soft wood fascia Supply and fixing of 0.8mm soft wood for the building

fascia to the required shape and size as per standard

drawing provided.

M2 27.00 -

WINDOWS & DOORS

15S&F windows made out of hard wood and as

per specification

Supply and fix Windows made out of hard wood frames,

well polished and as per size provided in the drawing, then

fitted with a 5mm thick plain glass with provision of

opening and closing easily. Item includes all material,

transport and labour

EA 6.0 0.00

16 S&F framed H/W Doors as per specification

Supply and fix framed hard wood Doors well finished and

polished as per size provided in the drawing. Item includes

all material, transport and labour cost

EA 6.0 0.00

17 S&F Door mortice locks Yalle or UnionSupply and fix Door Mortice Locks Yalle/Union Make

complete with fixation as per requirement.EA 6.0 0.00

PLUMBING SYSTEM AND SANITARY

APPLIANCES

18 S&F Eastern type toilet with fittingsSupply and fix new Eastern type Toilets complete with its

fittings. Item includes material, transport and labour cost EA 2.0 0.00

19 S&F hand washing basin with fittingsSupply and fix Hand Washing basin complete with its

fittings. Item includes material, transport and labour cost EA 3.0 0.00

20 S&F shower system complete with fittingsSupply and fix Shower system with new installation

materials make EX-UKEA 1 0.00

21 S&F tape corks complete with fittingsSupply and fix tape/bib Corks complete with installation

materials EX-UK. Item includes material, transport and

labour cost

EA 4 0.00

22S&F 150X150X6mm wall tiles BS1281 in

bathroom & toilet

Supply and fix 150x150x6mm glazed ceramic wall tiles with

cussion edges to BS 1281 fixed with white cement to the

bathroom and toilets 1.5m from the floor. Item includes

cement / sand 1:4 mix, adhesive and white grout. Item

includes material, transport and labour cost

M2 42 0.00

PLASTERING


SCHEDULE OF QUANTITIES FOR SALES BUILDING CONSTRUCTION

Office Block Construction

23S&A 20mm thick cement/sand plater for

block wall

Supply and apply 20mm thick cement sand plaster for block

wall on all exposed surfaces, internal and external,

cement/sand 1:6 with mastciser to roof surface including

curing as per Gapco standards.

M2 357.70 0.00

24 S& Paint 2 coats of white gloss enamel paint

Painting using two coats of white gloss enamel paint of

Begger or other approved brand over a layer of primer of

similar apporved make on the plastered block masonry wall

over the exposed area.

M2 357.70 0.00

FINISHING WORKS

25S&F 50X50mm and erect purlings for ceiling

support

Supply and fixing of 50x50mm soft wood purlins, then erect

to the required shape and size as per standard drawing

provided in order for the same to be able to support the

ceiling board gypsum make. Item includes labour, all

material required and transport

M 185.00 -

26S&F gypsum board as per design given by

EIC

Supply and Fix Gypsum board, fixing on purlins with a

proper fastening and with right finishing material as per

design given by the Engineer In Charge. Item includes all

material required, transport and labour

M2 99.75 -

27Floor screeding with cement/sand 1:3 mix as

per specs given by EIC

Floor screeding to the building with cement/sand of 1:3

mixing ratio to the required finish to the satisfaction of

Engineer In Charge.

M2 99.75 -

28Apply 2 coats of white gloss paint over

primer 1 coat

Apply two Coats of White gloss paint over one coat of

primer on internal and external walls of the building. Item

includes all material, transport and labour chargesM

2 - -

29Apply 2 coats of gapco red paint plus Gapco

signage print

Apply two Coats of GAPCO Red paint over one coat of

primer on exposed parts of the building with Gapco

signage. Item includes all material, transport and labour

charges

M2 27.00 -

30F&E window and door grills with 10mm RB

plus painitng

Fabrication and erection of fixed window grills including

necessary materials (Round Bar 10mm size ) and applying

two coats of black gloss enamel on top of red oxide primer.

Item includes all material, transport and labour charges

Kg 142.00 -

TOTAL 0.00TOTAL with VAT 0.00

CONTINGENCY @ 10% 0.00GRAND TOTAL 0.00

Office Block Construction

S/N Short Description ITEM DESCRIPTION: UNIT QTY

Maji ya Chai , Arusha

A: Substructure1.0 Excavation

iExcavate soil to 800mm deep for

foundationExcavation in ordinary soil for making trenches for strip foundation not

exceeding 800mm deep starting from ground levelM

3 171.20

2.0 Concrete Works

iS&L PCC with 20mm aggregates at

1:4:8 mixSupply and Lay a Vibrated in-situ plain concrete with 20mm aggregates in

foundation trenches (100mm thick PCC 1:4:8 mix)M

3 21.40

3.0 Block wall

iP&L 350mm cement block as per

drawing

Providing and laying 350mm cement mortar block wall in foundation

trenches overlaying PCC layer,as per the details provided in the drawing,

to a maximum depth of 700mm and bonded by 1:3 cement/sand mortor.M

2 85.60

iiP&L 230mm cement block as per

drawing

Providing and laying 230mm cement mortar block wall in foundation

trenches overlaying PCC layer,as per the details provided in the drawing,

to a maximum depth of 300mm and bonded by 1:3 cement/sand mortor. M2 128.40

4.0 Backfilling

iBackfill the foundation with

excavated soil

Backfilling the foundation trenches around block masonary work using

excavated soil,including compaction using hand rammer and make up

levels on the ground.

M3 45.00

5.0 Steel workSupplying ,fabricating and fixing of the following,including all

necessary cutting of members to shape and

size,welding(wherever required) as per standards and painting

with one coat of red oxide primer and two coats of gloss enamel

paint

iS&F MS angles 65X65X6mm

embedded on wall

Supplying ,fabricating and fixing of the Ms angles of 65*65*6mm

embeded to the 230mm wall, including all necessary cutting of members

to shape and size,welding(wherever required) as per standards no. M 142.00

iiS&F MS flat bar 25*6mm of max. 1

m long tied on angle & chain

Supplying ,fabricating and fixing of the MS flat bar 25*6mm of max. 1 m

long to be tied with bolts between MS angles and chain link fencing,

including all necessary cutting of members to shape and

size,welding(wherever required) as per standards no. .

M 72.00

iiiS&F Bolts and nuts, M8 50mm long

with 3mm thick washer

Supplying ,fabricating and fixing of the Bolts and nuts, M8 50mm long

with 3mm thick washer, including all necessary cutting of members to

shape and size,welding(wherever required) as per standards no. EA 216.00

ivS&F Chain link 50X50X2.5mm

galvanized

Supplying ,fabricating and fixing of the Chain link fabric of mesh size

50mm x 50 mm x 2.5 mm with galvanisation, including all necessary

cutting of members to shape and size,welding(wherever required) as per

standards no.

M2 214.00

v

Supplying ,fabricating and fixing of the Hinged gate and locking

system including necessary materials and applying two coats of

black gloss enamel on top of red oxide primer., including all

necessary cutting of members to shape and

size,welding(wherever required) as per standards no. a. Excavation

iExcavate ordinary soil to 800mm deepExcavation in ordinary soil for making trenches for strip foundation not

exceeding 800mm deep starting from ground levelM

3 0.30

b. Concrete Works

iS&L PCC with 20mm aggregates at 1:2:4 mixSupply and apply Vibrated in-situ plain concrete with 20mm aggregates in

foundation trenches (PCC 1:2:4 mix)M

3 0.30

c. Steel workSupplying ,fabricating and fixing of the following,including all

necessary cutting of members to shape and size,welding

(wherever required) as per standards and painting with one coat

of red oxide primer and two coats of gloss enamel paint.i S&F 75mm G.I Pipe Class B schedule75mm G.I Pipe, Class B schedule M 5.00

iiS&F square hollow sections

(25*25*2mm)

Square hollow sections (25*25*2mm)M 24.00

iiiS&F square hollow sections

(40*40*3mm)

Square hollow sections (40*40*3mm)EA 18.00

ivS&F steel padlock brackets plus

solex padlocks

Steel padlock brackets including heavyduty solex padlocksEA 2.00

6.0 Plaster and painting

iS&L 20mm thick plaster on block

masonary

Providing 20mm thick cement sand plaster for block masonry on all

exposed surfaces,internal and external,including curing as per Gapco

standards.

M2 171.20

iiPaint 2 coats of white gloss enamel

on platered wall

Painting using two coats of white gloss enamel paint of Begger or other

approved brand over a layer of primer of similar apporved make on the

plastered block masonry wall over the exposed area.M

2 171.20

Total

Add 10% contigencyGrand total (VAT Inclusive).

GAPCO TANZANIA LIMITEDSCHEDULE OF QUANTITIES FOR COMPOUND WALL CONSTRUCTION

RATE (TZS)ESTIMATED

COST (TZS)

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.000.000.00

GAPCO TANZANIA LIMITEDSCHEDULE OF QUANTITIES FOR COMPOUND WALL CONSTRUCTION

Sno Short Descrption Item Description Unit Qty Rate (Tsh) Amount (Tsh)

1Excavate soil for installing 15KL

UST

Excavation of soil for the purpose of UST tank installation and

disposal of all materials as per local authority.M

3 23.14 0.00

2Clean the external 15KL UST

surface using wire brush

Properly clean the external surface by wire brushing and sand

papering as preparation for doping the external surface of the

Tank.

M2 34.28 0.00

3Dope the external surface of the

15KL UST by bituminous paint

Doping the external surface of 15KL M.S tank with two coats

of bituminous primer & two coats of plastic asphalt make to

achieve overall dry thickness of 3mm.

M2 34.28 0.00

4Test the 15KL tank using water

at 0.36kg/cm2 pressure

Hydrostatic testing of the 15KL MS tank with water provided

by the contractor under a hydraulic pressure of 0.36 Kg/cm2

& disposal of water as directed by the Engineer in Charge. The

job includes issuing of necessary testing certificate s

EA 1.00 0.00

5Installation of the tanks in pit complete in all respects

as per the reference drawing No. STD - 002, including

the following activities;

a.Lower and place the tank to its

position

Lowering & placing in position with crane the 15KL

underground storage tank.EA 1.00 0.00

b.Back fill the side of the tank pit

using clean sand

Back filling out side tank pit using clean river sand material in

compacted layers of 300 mm eachM

3 23.14 0.00

c.Construct manhole chamber as

per standard

Construction of manhole chamber as per std drg.No.STD 002,

including cost of all material and labour.M

3 2.04 0.00

d.Plastering internal wall of the

chamber

Plastering internal walls of manhole chamber with 15mm thick

cement/sand plaster of 1:3M

2 6.80 0.00

e.Construct manhole cover as per

standard

Construction of manhole covers as per std drg.No.STD 006,

including cost of all material, painting and labour.EA 1.00 0.00

6S&L class B schedule GI pipe as

vent

Supplying, laying and installation complete with fittings , Class

B schedule GI Pipe for vent pipe. Item includes material,

painting and labour cost.

M 6.00 0.00

Subtotal 0.00

Sno Item Description Unit Qty Rate (Tsh) Amount (Tsh)

1Excavate soil for installing 20KL

UST

Excavation of soil for the purpose of UST tank installation and

disposal of all materials as per local authority.M

3 69.00 0.00

2Clean the external surface of the

20KL using wire brush

Properly clean the external surface by wire brushing and sand

papering as preparation for doping the external surface of the

Tank.

M2 106.40 0.00

3Dope the external surface of the

20KL by bituminous paint

Doping the external surface of 20KL M.S tank with two coats

of bituminous primer & two coats of plastic asphalt make to

achieve overall dry thickness of 3mm.

M2 106.40 0.00

4Test the 20KL tank using water

at 0.36kg/cm2 pressure

Hydrostatic testing of the 20KL MS tank with water provided

by the contractor under a hydraulic pressure of 0.36 Kg/cm2

& disposal of water as directed by the Engineer in Charge. The

job includes issuing of necessary testing certificate s

EA 2.00 0.00

5Installation of the tanks in pit complete in all respects

as per the reference drawing No. STD - 002, including

the following activities;

a.Lower and place the tank to its

position

Lowering & placing in position with crane the 20KL

underground storage tank.EA 2.00 0.00

b.Back fill the side of the tank pit

using clean sand

Back filling out side tank pit using clean river sand material in

compacted layers of 300 mm eachM

3 46.28 0.00

c.Construct manhole chamber as

per standard

Construction of manhole chamber as per std drg.No.STD 002,

including cost of all material and labour.M

3 4.08 0.00

d.Plastering internal wall of the

chamber

Plastering internal walls of manhole chamber with 15mm thick

cement/sand plaster of 1:3M

2 13.60 0.00

e.Construct manhole cover as per

standard

Construction of manhole covers as per std drg.No.STD 006,

including cost of all material, painting and labour.EA 2.00 0.00

6S&L class B schedule GI pipe as

vent

Supplying, laying and installation complete with fittings , Class

B schedule GI Pipe for vent pipe. Item includes material,

painting and labour cost.

M 12.00 0.00

Subtotal 0.00

TOTAL 0.00VAT @ 18% 0.00

TOTAL with VAT 0.00

CONTINGENCY @ 10% 0.00

0.00

Total cost to spend for the station 0.00

Tank under normal ground conditions


A:15KL Underground tanks New installation

Tank under normal ground conditions

B: 20KL Underground tanks New installation

S/No Item Description Unit QTY Rate (TZS) Estimated

Amount (TZS) 1.0 Civil Works

1.1


strip foundation not exceeding 800mm deep starting

from ground level and disposal of excavated


Authorities.

M3 4.50 -

1.2Vibrated in-situ plain concrete with 20mm

aggregates in foundation trenches (100mm thick

PCC 1:4:8 mix)

M3 1.50 -

1.3

Providing and laying 230mm concrete block wall in

foundation trenches overlaying PCC layer, as per the

details provided in the drawing, bonded by 1:3

cement/sand mortar.

M2 7.50 -

1.4

Providing and laying 150mm concrete block wall in

foundation trenches overlaying PCC layer, as per the

details provided in the drawing, bonded by 1:3

cement/sand mortar.

M2 15.00 -

1.5

Backfilling the foundation trenches around block

masonry work using excavated soil, including

compaction using hand rammer and make up levels

on the ground.

M3 1.20 -

1.6

Supplying and laying 200mm layer of approved

compacted hardcore overlaying compacted murrum

as per the details provided in the drawing to the

satisfaction of EIC.

M3 2.70 -

1.7

Supplying and laying 300mm layer of approved

compacted gravel (murrum) overlaying existing

compacted sub grade as per the details provided in

the drawing to the satisfaction of EIC.

M3 4.05 -

1.8Vibrated in-situ plain mass concrete with 20mm

aggregates in cage floor (150mm thick PCC 1:2:4

mix)

M3 2.03 -

1.9

Cement sand plastering using 1:3 cement

motor on inside & outside of exposed parts of

the 150mm Block wall.

M2 30.00 -

1.10

Floor screeding to the cage with cement/sand

of 1:3 mixing ratio to the required finish to the

satisfaction of EIC.

M2 13.50 -

1.11

Apply two Coats of White gloss paint over one

coat of primer on internal and external walls of

the cage

M2 30.00 -

1.12

Apply two Coats of GAPCO Red paint over one

coat of zinc chromate primer on exposed parts

of the cage fascia.

M2 15.20 -

Subtotal -

2.0 MECHANICAL WORKS

2.1Supply and fix MS plates of 200X200X8mm

thick plates to be welded to the base of 80mm

dia black pipes.

EA 10.00 -

2.2Supply and fix 80mm dia Black pipes, Class A

schedule to carter for columns cage to hold roof

members.

M 36.00 -

2.3Supply and fix 25X25X1.2mm Square Hollow

Section for cage vertical members.M 168.00 -

2.4Supply and fix 50X75mm Rectangular Hollow

Section horizontal members for reinforcing the

cage.

M 42.00 -

2.5

Supply and fixing of 28 gauge CI sheets and

fixing on purlins and rafters using self tapping

screws and bitumen washers, complete as per

the standard drawing to be provided.

M2 28.60 -

2.6Supply and fixing of 50x75 mm MS rafters and

purlins to the required shape and size as per

drawing to be provided.

M 86.00 -

2.7

Fabrication and erection of fixed window grills

including necessary materials (SHS of

30X30X1.2mm size ) and applying two coats of

black gloss enamel on top of red oxide primer.

Kg 142.00 -

2.8

Supply and fixing of 0.8mm Aluminum plain

sheets for the cage fascia to the required shape

and size as per drawing to be provided.M

2 15.20 -

Subtotal -

Total cost to spend for the station -

SCHEDULE OF QUANTITIES FOR GENERATOR SET & COMPRESSOR CAGE CONSTRUCTION


GEN SHED MEASUREMENT SHEET


Amount (TZS)

1.0

Cutting of all types of concrete on driveway, take

out the debris and dispose away from the site as per

municipal regulations. Item includes labour, tools

and transport.

M2 160.00 20,000.00 3,200,000.00

1.0

Excavation in ordinary soil for levelling of forecourt

and u channel base not exceeding 500mm deep and

disposal of excavated materials away from the

station as per Local Authorities.M

3 80.00 15,000.00 1,200,000.00

2.0

Providing and laying 200mm thick hardcore prior to

driveway concrete paving, as per standard

specifications. M3 32.00 45,000.00 1,440,000.00

3.0

Providing and laying Vibrated in-situ reinforced

concrete with 20mm aggregates reinforced with BRC

142 for driveway paving and u channel base.

(150mm thick RCC 1:1.5:3 mix).

M3 24.00 485,000.00 11,640,000.00

4.0

Supply and Laying of precast RCC U-drainage

channles using 1:3 cement sand mortar. Size is

600X600X140mm plus an accumulating chamber

and cover as per standard specifications complete

with hauching at the ratio of 1:1.5:3.

M 45.00 45,000.00 2,025,000.00

5.0

Supply and fixing of wooden formwork using good

quality wood, suitable for this purpose, for driveway

paving and u channel base.M

2 55.00 15,000.00 825,000.00

SCHEDULE OF QUANTITIES FOR DRIVEWAY AND U CHANNEL DRAINS

STAR OIL TANZANIA LIMITED



Amount (TZS)

1.0

Excavation in ordinary soil for Septic tank

construction not exceeding 3000mm deep and

disposal of excavated materials away from the

station as per Local Authorities.

M3 19.89 -

2.0

Providing and laying 230mm cement mortar block

wall for septic tank walls construction, as per the

details provided in the standard drawing, bonded by

1:3 cement/sand mortar.

M2 34.36 -

3.0Vibrated in-situ reinforced concrete with 20mm

aggregates to the base, top of septic tank and baffle

wall. (100mm thick RCC 1:2:4 mix).

M3 2.88 -

4.0Supply, cut, bend and fix by binding wire 12mm

diameter MS reinforcements to the septick tank top

slab and baffle wall as per standard drawing.

Kg 71.20 -

5.0

Supply and fix 100mm PVC vent pipe covered

at the top with mosquito mesh fixed with a

20mm wide belt of ditto pipe made hot and

expanded and shrunk over vent pipe and

mosquito mesh.

Rm 5.00 -

6.0

Cement sand plastering to the internal, top and

chambers of the septic tank using 1:3 cement

motor as per EIC directives.

M2 49.32 -

7.0Supplying and fixing of 600X450mm heavy

duty CI cover complete with its frame.EA 4.00 -

Subtotal -


Amount (TZS)

1.0

Excavation in ordinary soil for soak pit construction

not exceeding 5000mm deep and disposal of

excavated materials away from the station as per

Local Authorities.

M3 35.44 -

2.0 Vibrated in-situ plain mass concrete with 20mm

aggregates to the soak pit foundation bottom base.

(150mm thick PCC 1:4:8 mix).

M3 0.91 -

3.0

Providing and laying 230mm cement mortar block

wall for pit walls construction, as per the details

provided in the drawing, bonded by 1:3

cement/sand mortar.

M2 47.10 -

4.0 Vibrated in-situ plain mass concrete with 20mm

aggregates to the top of soak pit block wall.

(100mm thick RCC 1:2:4 mix).

M3 0.91 -

5.0

Supply, cut, bend and fix by binding wire 12mm

diameter MS reinforcements to the soak pit top slab

as per standard drawing.Kg 60.00 -

6.0 Cement sand plastering using 1:3 cement

motor on top of soak pit RCC.M

2 6.29 -

A: SCHEDULE OF QUANTITIES FOR SEPTIC TANK CONSTRUCTION


B: SCHEDULE OF QUANTITIES FOR SOAK PIT CONSTRUCTION


S.No Short Text Description

1

Transport 3 UST from DSM to

Arusha

Transport charges of the 3 Under ground Storage tanks,

1 off (15KL) and 2 off (20KL) from DSM to Arusha,

making sure tanks reach destination safely. Item

includes loading and off loading costs.

2

Transport Dispensing Units

Dar - Arusha

Transport charges of the 4 new pumps from Dar-es-

alaam to Arusha, making sure all pumps reach

destination safely. Item includes crating, loading and off

loading costs.TOTAL

VAT @ 18%

TOTAL with VAT

CONTINGENCY @ 10%

GRAND TOTAL

Quantity Units RateEstimated

Amount(Tshs)

1 EA 0

4 EA 0

0.00

0.00

0.00

0.00

0.00

FUEL PIPELINES AND DISPENSING UNITS INSTALLATION

S.No Short Text UNIT RATE (TZS)

PIPE WORK

1 S&L 40 mm dia Class B pipe CS seamless M 38,000.00

2 S&F 75mm dia CS class B schedule filling pipes M 60,000.00

3 S&F 40 mm Angular Check valve EA 300,000.00

4Doping using 2 bituminous primer & 2 asphalt on

pipesM

2 21,500.00

5 Disconnect & Hydrotest pipes at 50psi EA 200,000.00

6 Do card board blasting on pipes EA 150,000.00

7Excavate & Disposal soil for c/barrier pits

400X400X500mmM

3 15,000.00

8Apply vibrated in-situ PCC1:2:4 after installation

of C/BarrierM

3 500,000.00

9S&F 75mm CS black pipes Class A for crash

barrier memberM 55,000.00

10S&F 75mm CS black elbow Class A for crash

barrier memberEA 15,500.00

11 S&F Locking arrangement for Fill/Dip pipes EA 400,000.00

DU INSTALLATION

12 S&F Angle Sections for Pump base frame EA 145000

13 S&F 12 mm dia,250 mm long Rawl bolts EA 5200

14 P&L 1:3 thick cement sand plaster M2

15000

15 Install DU including all connections EA 50,000.00

star oil muleba driveway

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