WORK BELOW LOWEST FLOOR FINISH 1/7 230, , , FRAME 2/6 96, , ,056.00

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1 Description Page No Summary Amount Summary 1/7 230, , , /6 96, , , Total Per Unit (MYR) 327, , , Total Unit(s) X Total Per Type (MYR) 327, , , Total Amount To Form Of Tender (MYR) 805, Summary 1/1

2 ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH Excavate, get out, part return, fill in and ram and deposit in making up levels where directed within the site and remainder load and cart away A Oversite to reduce level m , B Pile cap not exceeding 1.50m deep including working around pile heads m , C Ground beam not exceeding 1.50m deep m D Trench not exceeding 1.50m deep m E Prepare and apply 'Simechem' or other equal and approved anti-termite chemical treatment to building lot. The Tenderer shall also allow for a warranty period of 10 years including annual inspection m ,288 6, F 100mm Bed of hardcore as described spread, levelled, well rammed and consolidated, watered and blinded with fine sand, well rolled and finished to receive concrete bed (measured separately) m ,288 10, mm Concrete Grade 10 as described blinding screed, spread and levelled under G Pile cap including working around pile head m , To Collection (MYR) 30, /1

3 (CONT'd) ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH (CONT'd) 50mm Concrete Grade 10 as described blinding screed, spread and levelled under (CONT'd) A Ground beam m , B 150mm Base m C 100mm Bed m ,288 16, Reinforced concrete Grade 25 as described in D Ground beam m , , , E 150mm Base m , F 150mm Wall m , , G 100mm Bed m ,288 36, H ^^Extra over for thicknessing to an average width of 250mm and to a total depth of 200mm including all additional excavation, formwork, hardcore and handpacking hardcore to one side m J ^^Ditto to an average width of 650mm and to a total depth of 200mm ditto m , , To Collection (MYR) 77, , , /2

4 (CONT'd) ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH (CONT'd) Reinforced concrete Grade 25 as described in (CONT'd) A Reinforced concrete Grade 30 as described in pile cap m , , Mild steel bar reinforcement as described in B 10mm Diameter as column starter bar links kg ,308 2, C 10mm Diameter as stirrups in ground beam kg D 8mm Ditto kg ,165 5, High yield steel bar reinforcement as described in Pile cap E 20mm Diameter kg ,901 4, F 16mm Ditto kg ,905 13, G 12mm Ditto kg ,052 8, H 10mm Ditto kg To Collection (MYR) 56, , /3

5 (CONT'd) ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH (CONT'd) High yield steel bar reinforcement as described in (CONT'd) Column Starter Bar A 20mm Diameter kg ,049 6, B 16mm Ditto kg ,429 5, Ground beam C 16mm Diameter kg D 12mm Ditto kg ,679 7, E 10mm Ditto kg ,631 2, F 10mm Diameter in base kg G 10mm Diameter in wall kg Sawn formwork as described to H Sides of pile cap m , J Sides of ground beam m ,573 31, K Sides of wall m , L Edge of concrete not exceeding 100mm high m To Collection (MYR) 62, , /4

6 (CONT'd) ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH (CONT'd) High yield steel bar reinforcement as described in (CONT'd) Ground beam (CONT'd) Sawn formwork as described to (CONT'd) A 75mm x 75mm Triangular fillet planted on formwork to form rebate m B Forming 100mm x 100mm deep scupper drain on concrete slab including trowelling smooth and all additional formwork m C 75mm x 75mm x 6mm Thick mild steel as described angle framing with and including 12mm diameter mild steel anchor bar 100mm long welded to angle frame at 300mm centres with fishtailed and cast into concrete including painting exposed surfaces with one coat metallic primer and two coats bituminous paint m , , , D 75mm Precast concrete Grade 20 as described cover slab size 300mm x 425mm long reinforced with and including 3 Nos. 10mm diameter mild steel bars horizontally and 10mm diameter mild steel bars vertically at 200mm centres with 2 Nos. lifting notches at ends and placing in position no To Collection (MYR) 2, , , /5

7 (CONT'd) ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH (CONT'd) High yield steel bar reinforcement as described in (CONT'd) Ground beam (CONT'd) Sawn formwork as described to (CONT'd) A 75mm Ditto size 300mm x 725mm long ditto no B 75mm Ditto size 300mm x 1025mm long ditto no , To Collection (MYR) 1, , , /6

8 Description Amount Collection Page No. 1/1 30, Page No. 1/2 77, , , Page No. 1/3 56, , Page No. 1/4 62, , Page No. 1/5 2, , , Page No. 1/6 1, , , Carried To Summary (MYR) 230, , , /7

9 ELEMENT 2 - VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN A Column m , , B Projected coping m , C Column on beam m , D Circular column m , , , E Stiffener (Provisional) m , F Suspended ground beam m , , G Ditto; circular on plan of 1875mm radius m , H Suspended curved ground beam m , , J Suspended floor beam m , , , K Arch beam; to a varies radius m , , , L Sloping roof beam m , , , M Lower roof beam m , , , N Upstand lower roof beam m , , , P Upper roof beam m , , To Collection (MYR) 73, , , /1

10 (CONT'd) ELEMENT 2 - (CONT'd) VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN (CONT'd) A Lower ring beam m , , , B Upper ring beam m , , , C Plinth m , , D 200mm Thick wall m , , MILD STEEL BAR REINFORCEMENT TO CONCRETE AS DESCRIBED IN Column E 6mm Diameter bar as links kg F 8mm Diameter ditto kg G 10mm Diameter ditto kg Projected coping H 6mm Diameter bar as links kg Column on beam J 6mm Diameter bar as links kg To Collection (MYR) 6, , , /2

11 (CONT'd) ELEMENT 2 - (CONT'd) VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN (CONT'd) Circular column A 6mm Diameter bar as links kg B 8mm Diameter ditto kg Stiffener (Provisional) C 6mm Diameter bar as links kg Suspended ground beam D 6mm Diameter bar as stirrups kg E 8mm Diameter ditto kg F 10mm Diameter ditto kg ,399 2, Suspended ground beam, circular on plan of 1875mm radius G 10mm Diameter bar as stirrups kg Suspended curved ground beam H 10mm Diameter bar as stirrups kg To Collection (MYR) 4, /3

12 (CONT'd) ELEMENT 2 - (CONT'd) VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN (CONT'd) Suspended floor beam A 6mm Diameter bar as stirrups kg B 8mm Diameter ditto kg C 10mm Diameter ditto kg ,192 6, Arch beam; to a varies radius D 6mm Diameter bar as stirrups kg E 10mm Diameter ditto kg Sloping roof beam F 10mm Diameter bar as stirrups kg Lower roof beam G 6mm Diameter bar as stirrups kg H 10mm Diameter ditto kg ,872 3, Upstand lower roof beam J 8mm Diameter bar as stirrups kg To Collection (MYR) 10, /4

13 (CONT'd) ELEMENT 2 - (CONT'd) VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN (CONT'd) Upstand lower roof beam (CONT'd) A 10mm Diameter ditto kg Upper roof beam B 8mm Diameter bar as stirrups kg C 10mm Diameter ditto kg Lower ring beam D 10mm Diameter bar as stirrups kg Upper ring beam E 10mm Diameter bar as stirrups kg Plinth F 10mm Diameter bar as stirrups kg To Collection (MYR) 2, /5

14 Description Amount Collection Page No. 2/1 73, , , Page No. 2/2 6, , , Page No. 2/3 4, Page No. 2/4 10, Page No. 2/5 2, Carried To Summary (MYR) 96, , , /6