Assignment 1(Submission date: 7/4/2022) 4 4 002 VAN CA 000 -4550 SF1 MENT CAL 6 6 BOW WOUNDATIONS மா 1200 VOY SARAN FOR

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the ground level depth equal to 400 mm instead of 500 mm please prepare the bill of quantity quantity surveying in civil engineering
* note evry thinks in metric sisteme
more over i want calculations, areas and volumes in boring detail step by step in each one
Assignment 1(Submission date: 7/4/2022) 4 4 002 VAN CA 000 -4550 SF1 MENT CAL 6 6 BOW WOUNDATIONS மா 1200 VOY SARAN FOR VOICE TINE 6000 SF2 0061 8 8 2100 1000 4600 4200 2100 2000 18000 IM THK, BLOCK WITH CONCRETE 35 А INT. BARS os shown B D SCHEDULE OF FOOTINGS BOTTOM BARS TOP BARS TYPE . Rc footing size LXWXD MARK . Long direction & Short direction Long direction & Short direction SFI LX 800 x 400 Y160 @ 150mm CENTRIC SF2 Lx 700 x 400 Y160 @ 150mm Y160 150mm ECCENTRIC SF3 Lx 500 x 300 Y120 mm Y120 @ 150mm BOUNDARY Existing ground level is 1.07 Excavation level is (-0.57) Required ground level is 0.45 • The backfilling below foundation is hardcore and the last 50 cm is desert fill type B. • The backfilling below ground slab is desert fill type B. Compressive strength of foundation concrete is 45 MPA- SRC. Reinforcement cover is 75 mm FI 1900 x 1900 x 400 Y160 150mm CENTRIC F2 2100 x 2100 x 400 Y160 @ 100mm CENTRIC E.GL 1.07 Take off all the measurements required to prepare your dimension sheet for the following items: Slab Thick. 150 mm R.GL 0.45 500 mm → Excavation and filling (Filling below foundation only) Concrete work for foundation only (SF1 & SF2). Reinforcement for foundation only (SF1 & SF2). ► Formwork of foundations only (SF1 & SF2). EX. L-0.57
INSIDE 20 HOLLOW BLOCKS COPACK SEALANT 500SCREED OR LES 3 NMS LABS WIGACA 10. POLYTHENE SHEET CRUSHERINE 20 HOLLOW BLOCKS CORK PACK SEALANT 50mm SCREED OR TILES NUMSORAS WERCAS 1000G POLYTHERE SHEET CRUSHER FINE DPC PLLID ROOS DPC FILLED BLOOKS COMPACTED DESERT FLE 10 1000 MICRONS THIOCESS SITUMINOUS PAINT (TVP) WITH 1000 GAUGE POLYTHENG YO GY TRANS HOT STEEL MAIN BOT. STEEL SEE SCHEDULE Y ALL AROUND COMPACTED DESERT FL Y10 Y120 TRANS TOP ABOTSTE MAN TOP LOT STEEL SZE SCHEDULE SHEET UN SLINOING CONC WELL COMPACTED BASE IN EQUAL LAYERS TO ACHIEVE SOIL BEARING CAPACITY OF 200 KN/SQ.M. THE CONSULTANT WILL NOT BE RESPONSIBLE FOR ANY SETTLEMENT DUE TO INSUFFICIENT BEARING CAPACITY, REFFER TO THE SPECIALIST. FOOTING DETAIL (SF-1) -) SCALE 1 1: FOOTING DETAIL (SF-2) -) SCALE 120