Construction Of Onion Storage Shed 3000 Mt- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means 3 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Manual Means 4 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring andstrutting etc. complete (lift upto 1.5m) By Mechanical Means 5 Providing and laying Cast in situ/Ready Mix cement concrete1:4:8in M-10 oftrap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 6 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap /granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With fine aggregate (Crushed sand VSI Grade) 7 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap /granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 8 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grad 9 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete 10 Providing and fixing of colour coated Zincaluminium( R ) AZ150 ( min 150 gms/sq.mt.total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom.950-1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 600 mm girth (Surface Width). 11 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 12 Fillinginplinthandfloorswith approved excavatedmaterialin15cm.to20cm. Layers including watering and compacting etc. complete. 13 Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. 14 Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. 15 Providing and erecting chain link fencing 1.8 M. height with G.I. chain link of size 40 x40 mm, 14 gauge thick and fixed 600 mm above ground level on vertical M.S. Pipe of 40x 40 x 1.2 mm size,@ top Bottom and Middleincludind embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 2.4 M. c/c with iron bar 10mm dia as hold fast including welding link with angle frame at 2.4 m c/c with nuts and bolts and horizontal M.S. Pipe at top and bottom ofincluding 3 coats of oil painting etc. complete. 16 ProvidingandfixingP.V.C.Rainwaterpipesof110mmouterdiameterandhavingwall thicknessof2.2to2.7mmconfirmingtoI.S.13592-1992includingproperrainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and One Number ,filing the joint using rubber gasket withsolvent cementandproperlyrestingtheshoeofpipesonC.C.ormasonryblocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. 17 ROYALTY 18 Sand 19 Other Minarel 20 LAB TEST 21 Sand- Fineness Modulus,silt and clay content 22 Aggregate/Crush material a) Carrying out water absorption b)specific gravity c) Impact Valued) Crushing Value 23 Cement- Cement- Standerd Consistency,fineness, , Setting Time (Initial And Final), compressive strenght, soundness 24 Concrete M10 Grade- Concrete cube Compressive Strength (set of 3 cubes) 25 Concrete M20 Grade- Mix design M20 with all tests on besic materials 26 Concrete M20 Grade- Concrete cube Compressive Strength (set of 3 cubes) 27 TMT steel bars- Steel - Tensile strength,Yield stress, ultimate tensile stress,%elongation, weight per running meter,Bend/Rebendtest.(Set of 3 Bars) upto 16 mm (set of 3 bar) 28 Murum plasticity Index, fild density of copacted layer, proctor test 29 Bricks: Crushing Value, Absorption Value, Specific gravity 30 ESHS 31 ESHS plan
