Description Page No Summary Amount Summary 1/7 230,694.60 22,019.25 22,642.65 2/6 96,801.30 80,150.60 114,056.00 Total Per Unit (MYR) 327,495.90 102,169.85 136,698.65 Total Unit(s) X 1 2 2 Total Per Type (MYR) 327,495.90 204,339.70 273,397.30 Total Amount To Form Of Tender (MYR) 805,232.90 Summary 1/1
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 m3 11.00 824 9,064.00 23 253.00 4 44.00 B Pile cap not exceeding 1.50m deep including working around pile heads m3 9.00 141 1,269.00 23 207.00 5 45.00 C Ground beam not exceeding 1.50m deep m3 9.00 71 639.00 - - 5 45.00 D Trench not exceeding 1.50m deep m3 9.00 24 216.00 3 27.00 55 495.00 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 m2 2.90 2,288 6,635.20 4 11.60 55 159.50 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) m2 4.80 2,288 10,982.40 34 163.20 5 24.00 50mm Concrete Grade 10 as described blinding screed, spread and levelled under G Pile cap including working around pile head m2 7.40 175 1,295.00 34 251.60 5 37.00 To Collection (MYR) 30,100.60 913.40 849.50 1/1
(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 m2 7.40 272 2,012.80 32 236.80 5 37.00 B 150mm Base m2 7.40 20 148.00 32 236.80 5 37.00 C 100mm Bed m2 7.40 2,288 16,931.20 32 236.80 55 407.00 Reinforced concrete Grade 25 as described in D Ground beam m3 159.00 125 19,875.00 32 5,088.00 55 8,745.00 E 150mm Base m2 23.85 20 477.00 32 763.20 55 1,311.75 F 150mm Wall m2 23.85 44 1,049.40 32 763.20 55 1,311.75 G 100mm Bed m2 15.90 2,288 36,379.20 32 508.80 5 79.50 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 12.00 30 360.00 32 384.00 55 660.00 J ^^Ditto to an average width of 650mm and to a total depth of 200mm ditto m 31.00 16 496.00 33 1,023.00 55 1,705.00 To Collection (MYR) 77,728.60 9,240.60 14,294.00 1/2
(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 m3 167.00 132 22,044.00 33 5,511.00 5 835.00 Mild steel bar reinforcement as described in B 10mm Diameter as column starter bar links kg 1.66 1,308 2,171.28 33 54.78 5 8.30 C 10mm Diameter as stirrups in ground beam kg 1.66 129 214.14 33 54.78 5 8.30 D 8mm Ditto kg 1.66 3,165 5,253.90 33 54.78 5 8.30 High yield steel bar reinforcement as described in Pile cap E 20mm Diameter kg 1.55 2,901 4,496.55 33 51.15 F 16mm Ditto kg 1.55 8,905 13,802.75 33 51.15 G 12mm Ditto kg 1.64 5,052 8,285.28 33 54.12 H 10mm Ditto kg 1.64 125 205.00 33 54.12 55 90.20 To Collection (MYR) 56,472.90 5,885.88 950.10 1/3
(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 1.55 4,049 6,275.95 33 51.15 55 85.25 B 16mm Ditto kg 1.55 3,429 5,314.95 33 51.15 55 85.25 Ground beam C 16mm Diameter kg 1.55 454 703.70 33 51.15 55 85.25 D 12mm Ditto kg 1.64 4,679 7,673.56 33 54.12 55 90.20 E 10mm Ditto kg 1.64 1,631 2,674.84 23 37.72 55 90.20 F 10mm Diameter in base kg 1.64 260 426.40 23 37.72 5 8.20 G 10mm Diameter in wall kg 1.64 555 910.20 34 55.76 55 90.20 Sawn formwork as described to H Sides of pile cap m2 20.00 279 5,580.00 34 680.00 5 100.00 J Sides of ground beam m2 20.00 1,573 31,460.00 34 680.00 5 100.00 K Sides of wall m2 20.00 93 1,860.00 34 680.00 5 100.00 L Edge of concrete not exceeding 100mm high m 2.30 31 71.30 34 78.20 55 126.50 To Collection (MYR) 62,950.90 2,456.97 961.05 1/4
(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 2.20 43 94.60 34 74.80 5 11.00 B Forming 100mm x 100mm deep scupper drain on concrete slab including trowelling smooth and all additional formwork m 7.60 31 235.60 34 258.40 55 418.00 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 43.00 43 1,849.00 34 1,462.00 55 2,365.00 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. 10.00 6 60.00 34 340.00 55 550.00 To Collection (MYR) 2,239.20 2,135.20 3,344.00 1/5
(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. 16.80 43 722.40 34 571.20 55 924.00 B 75mm Ditto size 300mm x 1025mm long ditto no. 24.00 20 480.00 34 816.00 55 1,320.00 To Collection (MYR) 1,202.40 1,387.20 2,244.00 1/6
Description Amount Collection Page No. 1/1 30,100.60 913.40 849.50 Page No. 1/2 77,728.60 9,240.60 14,294.00 Page No. 1/3 56,472.90 5,885.88 950.10 Page No. 1/4 62,950.90 2,456.97 961.05 Page No. 1/5 2,239.20 2,135.20 3,344.00 Page No. 1/6 1,202.40 1,387.20 2,244.00 Carried To Summary (MYR) 230,694.60 22,019.25 22,642.65 1/7
ELEMENT 2 - VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN A Column m3 175.00 102 17,850.00 23 4,025.00 5 875.00 B Projected coping m3 175.00 4 700.00 22 3,850.00 5 875.00 C Column on beam m3 175.00 1 175.00 22 3,850.00 5 875.00 D Circular column m3 175.00 38 6,650.00 22 3,850.00 55 9,625.00 E Stiffener (Provisional) m3 175.00 25 4,375.00 - - 5 875.00 F Suspended ground beam m3 175.00 91 15,925.00 2 350.00 55 9,625.00 G Ditto; circular on plan of 1875mm radius m3 175.00 2 350.00 22 3,850.00 - - H Suspended curved ground beam m3 175.00 1 175.00 33 5,775.00 55 9,625.00 J Suspended floor beam m3 175.00 55 9,625.00 33 5,775.00 55 9,625.00 K Arch beam; to a varies radius m3 175.00 17 2,975.00 33 5,775.00 55 9,625.00 L Sloping roof beam m3 175.00 6 1,050.00 33 5,775.00 55 9,625.00 M Lower roof beam m3 175.00 48 8,400.00 33 5,775.00 55 9,625.00 N Upstand lower roof beam m3 175.00 9 1,575.00 33 5,775.00 55 9,625.00 P Upper roof beam m3 175.00 19 3,325.00 33 5,775.00 5 875.00 To Collection (MYR) 73,150.00 60,200.00 81,375.00 2/1
(CONT'd) ELEMENT 2 - (CONT'd) VIBRATED REINFORCED CONCRETE GRADE 25 AS DESCRIBED IN (CONT'd) A Lower ring beam m3 175.00 9 1,575.00 33 5,775.00 55 9,625.00 B Upper ring beam m3 175.00 6 1,050.00 33 5,775.00 55 9,625.00 C Plinth m3 175.00 5 875.00 33 5,775.00 55 9,625.00 D 200mm Thick wall m2 35.00 26 910.00 33 1,155.00 55 1,925.00 MILD STEEL BAR REINFORCEMENT TO CONCRETE AS DESCRIBED IN Column E 6mm Diameter bar as links kg 1.90 511 970.90 33 62.70 5 9.50 F 8mm Diameter ditto kg 1.90 268 509.20 33 62.70 5 9.50 G 10mm Diameter ditto kg 1.90 269 511.10 33 62.70 55 104.50 Projected coping H 6mm Diameter bar as links kg 1.90 18 34.20 33 62.70 55 104.50 Column on beam J 6mm Diameter bar as links kg 1.90 2 3.80 33 62.70 5 9.50 To Collection (MYR) 6,439.20 18,793.50 31,037.50 2/2
(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 1.90 44 83.60 33 62.70 5 9.50 B 8mm Diameter ditto kg 1.90 327 621.30 33 62.70 55 104.50 Stiffener (Provisional) C 6mm Diameter bar as links kg 1.90 138 262.20 33 62.70 55 104.50 Suspended ground beam D 6mm Diameter bar as stirrups kg 1.90 68 129.20 3 5.70 55 104.50 E 8mm Diameter ditto kg 1.90 79 150.10 33 62.70 55 104.50 F 10mm Diameter ditto kg 1.90 1,399 2,658.10 33 62.70 55 104.50 Suspended ground beam, circular on plan of 1875mm radius G 10mm Diameter bar as stirrups kg 1.90 111 210.90 33 62.70 55 104.50 Suspended curved ground beam H 10mm Diameter bar as stirrups kg 1.90 21 39.90 33 62.70 55 104.50 To Collection (MYR) 4,155.30 444.60 741.00 2/3
(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 1.90 118 224.20 3 5.70 55 104.50 B 8mm Diameter ditto kg 1.90 33 62.70 3 5.70 55 104.50 C 10mm Diameter ditto kg 1.90 3,192 6,064.80 33 62.70 5 9.50 Arch beam; to a varies radius D 6mm Diameter bar as stirrups kg 1.90 36 68.40 33 62.70 5 9.50 E 10mm Diameter ditto kg 1.90 144 273.60 33 62.70 5 9.50 Sloping roof beam F 10mm Diameter bar as stirrups kg 1.90 175 332.50 3 5.70 55 104.50 Lower roof beam G 6mm Diameter bar as stirrups kg 1.90 37 70.30 33 62.70 55 104.50 H 10mm Diameter ditto kg 1.90 1,872 3,556.80 33 62.70 5 9.50 Upstand lower roof beam J 8mm Diameter bar as stirrups kg 1.90 6 11.40 33 62.70 55 104.50 To Collection (MYR) 10,664.70 393.30 560.50 2/4
(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 1.90 240 456.00 33 62.70 55 104.50 Upper roof beam B 8mm Diameter bar as stirrups kg 1.90 99 188.10 33 62.70 5 9.50 C 10mm Diameter ditto kg 1.90 333 632.70 33 62.70 5 9.50 Lower ring beam D 10mm Diameter bar as stirrups kg 1.90 314 596.60 33 62.70 55 104.50 Upper ring beam E 10mm Diameter bar as stirrups kg 1.90 120 228.00 3 5.70 5 9.50 Plinth F 10mm Diameter bar as stirrups kg 1.90 153 290.70 33 62.70 55 104.50 To Collection (MYR) 2,392.10 319.20 342.00 2/5
Description Amount Collection Page No. 2/1 73,150.00 60,200.00 81,375.00 Page No. 2/2 6,439.20 18,793.50 31,037.50 Page No. 2/3 4,155.30 444.60 741.00 Page No. 2/4 10,664.70 393.30 560.50 Page No. 2/5 2,392.10 319.20 342.00 Carried To Summary (MYR) 96,801.30 80,150.60 114,056.00 2/6