REINFORCED CONCRETE. For all works in super structure/ foundation 1:1.5:3 nominal mix by volume shall be used for achieving strength of M20 concrete. Only crushed coarse aggregates shall be used for concreting. Steel shall be high yield strength deformed bars conforming to IS – 1786 or TMT steel.
REINFORCED CONCRETE. Reinforced concrete with a coarse aggregate of 19mm and a minimum compressive strength of 25MPa at 28 days 18 In ramps m3 4.00
REINFORCED CONCRETE. 25MPa/19mm concrete 1 Bases m3 5 2 Concrete slabs m3 11 3 Column m3 2 4 Stairs m3 10 CONCRETE SUNDRIES Finishing top of surfaces of concrete smooth with wood float 5 Surface beds, slabs, etc m2 87 FORMWORK SMOOTH FORMWORK (DEGREE OF ACCURACY I) Smooth formwork to sides 6 Columns not exceeding 3.5m high m2 8 7 Columns exceeding 3.5m high not exceeding 5m high m2 4 8 Columns exceeding 5m high not exceeding 6.5m high m2 4 Carried to Collection R Xxxx No. 3 Concrete, Formwork and Reinforcement Prepared by Takgalang Consulting 9 Columns exceeding 6.5m high not exceeding 8m high m2 4 10 Columns exceeding 8m high not exceeding 9.5m high m2 4 11 Columns exceeding 9.5m high not exceeding 11m high m2 3 Smooth formwork to soffits 12 Slabs propped up not exceeding 1.5m high m2 7 13 Slabs propped up exceeding 1.5m high not exceeding
REINFORCED CONCRETE. 20MPa/19mm concrete 1 Aprons cast in panels on waterproofing and laid to falls m3 6 25MPa/19mm concrete 2 Surface beds and thickenings cast in panels on waterproofing m3 29 30MPa/19mm concrete 3 Slabs including beams, inverted beams. m3 37
REINFORCED CONCRETE. 30MPa/19mm concrete 1 Surface beds cast in panels on waterproofing m3 67 2 Ramps m3 2 3 Beams m3 3 4 Thickening down surface bed to underside, average 350mm wide x 85mm thick, including excavations, ramming, etc. m 44 Section No. 2 Bill No. 2 Carried Forward R Concrete, Formwork & Reinforcement (Provisional) AVON MULTIPURPOSE COMMUNITY CENTRE TENDER NUMBER: BM04/22/23 Brought Forward R TEST CUBES 5 Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 24
REINFORCED CONCRETE. Floors. Floors shall be constructed to a 125 mm thick with 30 MPA concrete in general unless the tenant specifically required a higher loading requirement. Point floor loading and special toppings are not allowed for in the slabs. All floors will be fully reinforced as required and inspected by the engineer prior to all pours.
REINFORCED CONCRETE. No reinforcing steel shall be displaced to accommodate the installation of raceways and outlet boxes. In general, all embedded conduits shall be located in the physical center of the particular section of concrete. Raceways embedded in reinforced concrete shall require special clarification. Particular attention is called to the fact that there are many extenuating conditions where the Contractor may be instructed in writing during the course of the project not to place embedded conduits in certain areas, generally due to the possibility of unsightly cracking or for structural reasons. This instruction shall not entitle the Contractor to extra compensation.
REINFORCED CONCRETE. 25MPa/19mm concrete 4 Columns m3 1 5 Slabs including beams and inverted beams m3 1 SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth formwork to soffits 6 Slabs m2 6 Smooth formwork to circular columns 7 300mm Diameter column 2,125m high No 4 CONCRETE SUNDRIES Carried to Collection R Finishing top surfaces of concrete smooth with a steel trowel 8 Surface beds, slabs, etc m2 302
REINFORCED CONCRETE. 25MPa/19mm concrete 3 In footings m3 7 4 In walls m3 20 TEST BLOCKS 5 Making and testing 150 x 150 x 150mm concrete strength test cube No 29 Carried to Collection R Section No. 2 Existing buildings Bill No. 3 Concrete Work COLLECTION Total Brought Forward from Page No. Carried Forward to Summary of Section No. 2 Page No R Amount Item No SECTION NUMBER 2 Unit Quantity Rate BILL NUMBER 4 FORMWORK WORK GROUP NUMBER 111 E.P.W.P. PROGRAM Note:
REINFORCED CONCRETE. Mix Review We will review the proposed concrete mixes in our laborato- ry for conformance with specifications.
