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| 1 | CONSTRUCTON WORK Of PROCESSING SHED 93.10 SQM CAPACITY FOR SINDHUDURGA MAHILA FARMER PRODUCER COMPANY LTD. A/P- MADURA , TAL-SAWANTWADI ,DIST-SINDHUDURGA DRAWING AT GAT NO-124/2/3B DANDELI SAWANTWADI 416514 |
| 2 | 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 & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting incliding all leads and lifts etc .complete. |
| 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 incliding all leads and lifts etc.complete. |
| 4 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, 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 without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) incliding all leads and lifts etc.complete. |
| 5 | Providing and laying 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, formwork, laying/pumping cover blocks,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 without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) incliding all leads and lifts etc.complete. |
| 6 | Providing and laying Cast in situ /Ready Mix cement concrete M20 of trap /granite/quartzite/gneiss metal for R.C.C.columns as per detailed designs and drawing or as directed including 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 microprocess or based PLC without SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Panmixer ) incliding all leads and lifts etc.complete. |
| 7 | Providing and laying Cast in situ /Ready Mix cement concrete M20 of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering,formwork,cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc.complete. (Excluding reinforcement and structural steel).with fully automatic microprocessor based PLC without SCADA Aenabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) incliding all leads and lifts etc.complete. |
| 8 | Providing and laying Cast in situ /Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. Chajja as per detailed designs and drawings including centering,formwork,cover blocks, compactiong, curing,finishing and roughening the surface if special finish is to be provided and curing etc.complete. (Excluding reinforcement and structural steel).with fully automatic microprocessor based PLC withOUT SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) incliding all leads and lifts etc.complete. |
| 9 | 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 incliding all leads and lifts etc.complete. |
| 10 | Filling in plinth and floors with contractors material/ brought from out side and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compactionincliding all leads and lifts etc.complete. |
| 11 | Providing dry / trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 12 | Providing masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering incliding all leads and lifts etc.complete. |
| 13 | Providing masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding incliding all leads and lifts etc.complete. |
| 14 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing incliding all leads and lifts etc.complete. |
| 15 | Providing internal cement plaster 20 mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing incliding all leads and lifts etc.complete. |
| 16 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding incliding all leads and lifts etc.complete. |
| 17 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessaryrefilling with bitumen incliding all leads and lifts etc.complete. |
| 18 | Providing and applying white-wash in two coats on old/new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down incliding all leads and lifts etc.complete. |
| 19 | Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coat including scaffolding, preparing the surfaces.Excluding the Primer Coat a etc.complete. |
| 20 | Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days incliding all leads and lifts etc .complete. |
| 21 | Providing and fixing steel frame of angle 40 x 40 x 5 mm size for windows with 16 mm dia. mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center, including iron holdfast boxes for fixing shutters, including welding, finishing, painting etc. complete. |
| 22 | Providing and fixing in position (as per I.S. 1868/1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram / One Running Metre, and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram / One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram / One Running Metre.The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram / One Running Metre. Interlocking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram / One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram / One Running Metre, and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram / Running metre.As per detailed drawings and as directed by Engineer-in-charge with all necessary Aluminium sections, fixtures, and fastenings such as roller bearing in nylon casting and self-locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc., complete. With powder coating without box. |
| 23 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S.channel section of depth and thickness not less than 65mm and 3.15mm respectively with hold fast arrangements, M.S.Bracket plate 300x300x3.15mm incliding all leads and lifts etc.complete. |
| 24 | TURBO VENTILATOR 24\\" |
| 25 | Providing preconstructional antitermite treatment as per I.S.6313(Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper incliding all leads and lifts etc.complete. |
| 26 | Providing and fixing colour coated Zincalume (R) AZ150 (min150gms/sq.mt.total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness(BMT)(0.5mmTCT),Hi-strength steel with min.550MPa yield strength,metall ichot dip coated with Aluminium-Zincalloy(55% aluminium 43.4% zinc1.6% silicon) with COLORBOND (R) steel quality super durable polyester paint coat (within organicpigment). The paint shall have at otal coating thickness of nominal 35um,comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverseco at on back surface.Profile sheet shall have nom.950-1050mm effective cover width and nominal25-30mm deep ribs with subtles quarefluting in the five panatnominal 180-250mmcenter-to-center.Theen drib shall be designedforanti-capillary groove. andreturnleg. The feedmaterial should have oilmanu facturer s product details marke aregularinterval. Including fasteners with min.fastenedwithmin.25umZinc-in alloy coated ,Hex head,self-illing screw complete . |
| 27 | Providing structural steel work in hollow section of various thickness & sizes in square, rectangular & round shape from 25 to 450 mm section as per I.S.: 4923 YST 310 grade produced from iron ore & blast furnace route, etc. including cutting, fabricating, hoisting, erecting, fixing, making riveted / bolted / welded connections & painting complete. (For Ground Floor) |
| 28 | Royality |
| 29 | Rubble and Murum |
| 30 | LAB Testing Charges |
| 31 | Basic Test of Aggregate a) Water Absorption, Specific Gravity,Impact Value,Crushing Value. |
| 32 | BRICKS : a)Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). |
| 33 | CONCRETE a) Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 34 | STEEL:a)Steel bar testing upto 16 mm (set of 3 bars)(Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 35 | Management Strategies and Implementation Plan (MSIP) to manage the Environmental, Social, Health and Safety(ESHS) risks and ESHS Code of Conduct Please Enable Macros to View BoQ information |
