Unnatti Methodology and quality procedure.pdf

B centre line drg shoiwng location of columns gr

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B) CENTRE LINE DRG. SHOIWNG LOCATION OF COLUMNS @ GR. FLOOR LVL WITH OFFSETS C) FLOOR WISE PLAN AT ALL LEVEL. D) SECTIONAL DETAIL DRAWING. E) ELEVATION - AL SIDE (i.e. NORTH, SOUTH, EAST, WEST). F) SECTION THROUGH STAIRCASE AND TOILET BLOCK. G) SCHEDULE OF DOOR & WINDOWS. H) ELECTRICAL LAYOUT - CONDUITING AT ALL SLAB LEVEL. I) ELEC. PLAN & ELEVATION OF INDIVIDUAL ROOM INDICATING LOCATION OF ELEC. FITTINGS ETC. J) PLUMBING LAYOUT / PIPING ARRANGEMENT DRAWING. K) FALSE CEILING LAYOUT PLAN SECTION.L L) FLOORING & DADO DETAILS - PLAN & ELEVATION. M) OTHER FINISHING DETAILS, SCHEDULE OF FINISHING ETC.
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UNNATTI CONSTRUCTIONS PVT. LTD . (ISO 9001:2000) 16 STRUCTURAL / R.C.C. DRAWINGS: 1. PROPOSED BLDG. CENTRE LINE - PLAN / LAYOUT - SHOWING COLUMNS. 2. U.G/TANK RAFT AND WALL DETAILS / SCHEDULE. 3. COLUMNS SCHEDULE FROM GROUND FLOOR TO TERRACE FLOOR. 4. SLAB DETAILS @ FLOORWISE - PLAN & SECTION. 5. BEAM / SLAB SCHEDULE. 6. STAIRCASE DETAILS. 7. GENERAL DETAILED DRAWING. 8. STRUCTURAL STEEL - PLAN / JOINTING DETAILS. 9. FABRICATION DRGS / SCHEDULE OF STRUCTURAL STEEL MEMBERS. 10. O.H. WATER TANK PLAN & SECTION. 11. SWITCHYARD / SUBSTATION / MCC PANEL ROOM etc. MISC. DRAWINGS: A) ROAD /STORM WATER DRAIN. B) COMPOUND WALL DETAILS. C) CULVERT & RETAINING WALL DETAIL ETC.
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UNNATTI CONSTRUCTIONS PVT. LTD . (ISO 9001:2000) 17 PLANNING / BACKUP CALCULATION. 1. EXCAVATION / SITE GRADING WORK. Tender qty: 15265m3 Output/Poclain=500Cum/8 Hours. 15265/500 =30 days. FILLINGH Tender qty: 53137m3 1500 m3/day filling 15 dumpher/day 53137/1500=35.42 days say 40 days 2. PLAIN CEMENT CONCRETE: PCC Activity shall follow as soon as we reach the desired Excavation level based on Consultant Design. The excavation shall be carried out from one end of the Bldg. towards other end, so that PCC activity can be carried out simultaneously. 3. ACTIVITY UPTO GROUND LEVEL: This Activity includes Constructing Raft, Columns, Back filling incl. Consolidation, Rubble soling. 4. SUPERSTRUCTURE: a. FORMWORK / SHUTTERING: Total shuttering = 18000sqm 1carp+1 help=4.5sqm/day 18000/4.5 = 4000 nos. Total days= 90 days. 4000/90 = 44.44 say 45 nos SHUTTERING MATERIAL REQUIRED:
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UNNATTI CONSTRUCTIONS PVT. LTD . (ISO 9001:2000) 18 Consisting of Shuttering Plates, Acrows Span, Props, Plywood Sides, Bottom, Silver wood Battern, Joist, Couplock system, Couplers, Stirrup head etc C. REINFORCEMENT WORK: All reinforcement steel shall be stacked at steel yard i.e. near to site, cut with help of Reinforcement Cutting Machine, transported to work place. The steel shall be cut based on Bar - bending schedule prepared by our Q.S. at site. Tender qty= 250MT Out put 1 fitt+1 help=180kg/days 250000/180=1388 nos. 1388/90days=15.42 say 16nos CURING: We plan to build loop line all around Building with intermediate nozzles provides at every interval for curing purpose. MASONARY WORK: Tender qty = 4125m3 Output 1massn+1 helper=1.2m3/day 4125/1.2=3438 nos 3438/45daye=76.4 say 77 nos INTERNAL, EXTERNAL PLASTER: Tender qty =16275m2 . Output 1massn+1helper=12m2/day 16275/12=1356nos 1356/45days= 30 nos FORMWORK METHODOLOGY GENERAL Formwork shall consist of shores, bracings, sides of beams and columns, bottoms of slabs, etc including ties, anchors, inserts, etc. and shall be properly designed and planned for the work. Formwork may be of Timber, Plywood, metal etc.
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UNNATTI CONSTRUCTIONS PVT. LTD
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