Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

SUMMARY OF TENDER

Bill No. Description Page No. Amount (RM)

DESIGN OPTION I

1f Footing Works FW/1 0.00

2 Provisional Sum PS/1 40,000.00

40,000.00Allow for and detail here (if required, for convinience in pricing) items or expenditure not priced elsewhere in these bills of quantities

Consultation Fee 2,000.000

Total Estimated Cost : 42,000.00

Bill No. Description Page No. Amount (RM)

DESIGN OPTION II

1p Piling Works PW/3 33,854.50

2 Provisional Sum PS/1 20,000.00

53,854.50Allow for and detail here (if required, for convinience in pricing) items or expenditure not priced elsewhere in these bills of quantities

Consultation Fee 2,692.725

Total Estimated Cost : 56,547.23

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

TOTAL COST IF CONSIDER SUM OPTION I AND OPTION II: 98,547.23

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

FW/3

BILL NO.1 - FOOTING WORKS (ALL PROVISIONAL)

No Description Unit Quantity Rate AmountFOOTING WORKS

REINFORCED IN-SITU CONCRETE WORKReinforced concrete grade 40 as specified

Excavate and constructed pad footing using concrete 500 0.00grade 40 as specified in foundations.

m3

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

FW/4

To Summary Of Tender: 0.00

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PS/5

BILL NO. 2 - PROVISIONAL SUM FOR FOOTING WORK

No Description Unit Quantity Rate Amount

PROVISIONAL SUMS

The following Provisional Sums provided shall be expended as directed by the Superintending Officer or deductedin whole or in part if not expended

CONTINGENCY FUND

A Allow a Provisional Sum of Ringgit Malaysia Twety Thousand 40,000Only (RM 40,000.00) as a contigency fund

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PS/6

To Summary Of Tender: 40,000.00

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PW/7

BILL NO.1 - PILING WORKS (ALL PROVISIONAL)

No Description Unit Quantity Rate AmountPILING WORKS GENERALLYPILINGINFORMATION

A Allow for handling and maintaining piling frame,plant, tools and ancillary equipments for theproper execution of the whole piling works including all necessary movement about the siteas often and whenever necessary staging,platform and any idling and standing time, etc Item 5,000.00

Piling Plants and Equipment B Allow for the provision of transporting to the site,

handling, assembling, directing, dismanling andremoval off site after completion all necessarypiling frame, plant, tools and ancillaryequipments for the proper execution of piling works Item 20,000.00

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PW/8

To Collection: 25,000.00

BILL NO.1 - PILING WORKS (ALL PROVISIONAL)

No Description Unit Quantity Rate Amount

PILING PRECAST PRESTRESSED CONCRETE SPUNPILES FOR ELEVATED WATER TANK FOUNDATION

Precast prestressed concrete spun piles Grade 60as specified, including all necessary formworkreinforcement and lifting toggle

C no 2 781.2 1,562.40

D Pile extension; exceeding 3.0m length m 12 55.6 667.20

E Handle, transport, pitch and drive m 36 10.0 360.00

F Pile joints; fillet weld no 2 28.6 57.20

G Cutting off tops to required levels and preparing heads no 2 47.5 95.00reinforcement for concrete plug

H no 1 0.00

ORH no 2 1000 2,000.00

I no 3 781.2 2,343.60

J Pile extension; exceeding 3.0m length m 18 55.6 1,000.80

K Handle, transport, pitch and drive m 54 10.0 540.00

L Pile joints; fillet weld no 3 28.6 85.80

M Cutting off tops to required levels and preparing heads no 3 47.5 142.50reinforcement for concrete plug

N no 0.00

300mm diameter preliminary spun piles

12m long Initial pile, complete with head and shoe

Maintain Load Test on 300mm diameterprestressed concrete spun pile as specified

Pile Driving Analysis Test on 300mm diameterprestressed concrete spun pile as specified

300mm diameter working spun piles

12m long Initial pile, complete with head and shoe

MLT or PDA Test on 300mm diameterprestressed concrete spun pile as specified

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PW/9

O Excavate and constructed pile cap using concrete 249.0 0.00

To Collection: 8,854.50

BILL NO.1 - PILING WORKS (ALL PROVISIONAL)

No Amount

Collection

PILING WORKS PW/1 25,000.00

PW/2 8,854.50

m3

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PW/10

To Summary Of Tender: 33,854.50

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PS/11

BILL NO. 2 - PROVISIONAL SUM FOR PILING WORK

No Description Unit Quantity Rate Amount

PROVISIONAL SUMS

The following Provisional Sums provided shall be expended as directed by the Superintending Officer or deductedin whole or in part if not expended

CONTINGENCY FUND

A Allow a Provisional Sum of Ringgit Malaysia Twety Thousand 20,000Only (RM 20,000.00) as a contigency fund

Construction of 1.02 Million Liter Elevated Reservoir and Associated Works at Penang

PS/12

To Summary Of Tender: 20,000.00