Steel Reinforcement. A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.
Steel Reinforcement. (a) The Units of measurement shall be:
Steel Reinforcement. X. Xxxxxxxxxxx Bars: ASTM A 615/A 615M, Grade 60, deformed.
Steel Reinforcement. High yield strength deformed bar TMT (HYSD TMT) having minimum strength of 415 N/ mm2 up to and including 25 mm diameter and 500 N/mm2 for bigger diameter confirming to IS: 1786 shall be used as reinforcement for RCC works. Binding wire shall be conforming to IS: 432. All steel shall be sound and free from cracks surface flaws laminations, rough and imperfect edges and all other defects. The variation in weight per meter length of the bars shall be permitted only up to the following limits: · 6 mm & 8mm +7% · 10 mm & 12 mm +4% · 16 mm & above +3% Spacer blocks shall be made conforming to M15 concrete tied with binding wires as specified or PVC spacer shall be used prior approval of Independent Engineer.
Steel Reinforcement a. For reinforcement to be welded, mill test analysis for chemical composition and carbon equivalent of the steel in accordance with ASTM A706/A706M.
Steel Reinforcement. 3.1 Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars).
Steel Reinforcement. 8/14 High Tensile Welded Mesh reference 617 m2 227 8/15 8.2.13 Stone pitching Excavations, shaping and placement of stone pitching with energy dissipators discharging into the existing stormwater canal outside the campus boundary m3 - 8/16 D10 Channel : Medium deep open-ended channel section. Length: 500mm m 60 TOTAL CARRIED OVER TO SUMMARY VUSELELA TVET COLLEGE: JOUBERTON CAMPUS CONTRACT NO.: PUR UPGRADING OF CIVIL ENGINEERING BULK SERVICES SUMMARY OF SCHEDULE OF QUANTITIES: VUSELELA TVET COLLEGE - JOUBERTON CAMPUS
Steel Reinforcement. A. General: Comply with XXXX's "Manual of Standard Practice" for placing reinforcement.
Steel Reinforcement. Supply and Fabrication of mild steel reinforcement for cement concrete including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars). Deformed bars (Grade-60) Per Kg 146,748.21 8 Ch.6/37 (a ia) (P.48) Providing and laying damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge i) Ratio 1: 4 b) ¾" thick (20 mm) vertical Per Sft 1,245.60 9 Ch.6/5(f) (P.41) PCC 1:2:4 UNDER FLOORING: Providing and laying of cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate ) :- complete in all respects, Ratio 1:2:4 a) Ground Floor Per Cft 2,409.23 +Ch.6/16( a) (P.45) b) First Floor Per Cft 499.75 +Ch.6/16( a) (P.45) e) Mumty Floor Per Cft 30.00 Total BRICK WORK Item # MRS.# WORK DESCRIPTION Unit Quantity Rate Amount (PKR) (PKR) Schedule Item 1 Ch.7/30 (P.59) Supplying and filling sand under floor; or plugging in xxxxx. including dressing and leveling complete in all respects. Per Cft 2886 3 Ch.7/4(i) (P.52) BRICK MASONRY IN FOUNDTION : Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:6 Per Cft 3894 4 Ch.7/5(i) (P.53) BRICK MASONRY : Providing, laying and jointing pacca brick work in buildings using first class new bricks, raking of joints and curing in ratio 1:5 cement, sand mortar as per drawings and specifications, complete in all respects. a) Ground Floor Per Cft 5693 +7/6 (P.53) b) First Floor Per Cft 5062 +7/6 (P.53) e) Mumty Floor Per Cft 423 5 7/38(i) (P.57) GUTTKA BRICKS: Providing and laying fairface Gutka cladding laid in (1:2) cement/ red posso mort arhaving 1/4" thick groove finish i/c cost of 8SWG wire in shape of 8 placed horizontally and vertically at 36" and 18" c/c respectively i/c cutting charges as per approved drawing, complete in all respect as approved and directed by the Engineer Incharge. 2-1/4" x 2-1/4" x 9" a) Ground Floor Per Sft 376 +7/6 (P.53) b) First Floor Per Sft 484 +7/6 (P.53) e) Mumty Floor Per Sft 184 Total ROOFING Item # MRS.# WORK DESCRIPTION Unit Quantity Rate Amount (PKR) (PKR) Schedule Item 1 9/35(iii) (P.64) Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over...
Steel Reinforcement. (a) Mild steel bars t 0.1 (b) High-tensile steel bars t 0.1 (c) Welded steel fabric kg 100 B23.14 Cutting bituminous surfacing and pavement layers for concrete kerbing, edge beams, channelling or concrete-lined drains: (a) Depth up to 50 mm m 50 (b) Depth exceeding 50 mm but not exceeding 100 mm m 10 B23.17 Removing existing kerbing m Rate only 2300 TOTAL CARRIED TO SUMMARY ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT NO 3200 SELECTION, STOCKPILING AND BREAKING- m³ 7 826 DOWN THE MATERIAL FROM BORROW PITS, CUTTINGS AND EXISTING PAVEMENT LAYERS, AND PLACING AND COMPACTING THE GRAVEL LAYERS B32.06 Stockpiling of material (a) Existing road layers 3200 TOTAL CARRIED TO SUMMARY ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT
