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| 1 | PROPOSED CONSTRUCTIONOF 317 SQ MT MACHINE SHED |
| 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 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 1.5 m.) |
| 3 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering 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, 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(NaturalSand/CrushedsandVSIGradefinely washed etc) |
| 5 | Providing and laying in situ/Ready Mixcement concreteM-20of trap / granite /quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchionsetc. including bailing out water, formwork, laying/pumpingcover 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 with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate(NaturalSand/CrushedsandVSIGradefinely washed etc) |
| 6 | 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 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 micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate(NaturalSand/CrushedsandVSIGradefinely washed etc) |
| 7 | Providing and laying Cast in situ/Ready Mix cement concrete 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 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(NaturalSand/CrushedsandVSIGradefinely washed etc) |
| 8 | Providing fly ash brick masonry with conventional / I.S. type fly ash bricksin C.M. 1:6 in foundation and plinth includingbailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. |
| 9 | Providing fly ash brick masonry with conventional / I.S. type fly ash bricksin C.M. 1:6 in foundation and plinth includingbailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. |
| 10 | Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15 cmto 20 cm including watering and compaction etc. complete. |
| 11 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructureincludingstrikingjoints,rakingoutjoints,wateringandscaffoldingetc. Complete |
| 12 | 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 design and drawings including centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) |
| 13 | 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. |
| 14 | Providing and fixing self supporting steel roofing systemfor a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance +/- 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 15.30 meter having arch rise as 3.06 meter, arch length 17.75 meter. The base material made up of importedgalvalume steelcomplying to ASTM A792having base metal thickness of 0.80 millimeter ( tolerace + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick polycarbonate sheet of size 2\" x 7\" and turbo ventilator of 24\"\" diameter to be installed at every 30 feet along the length of roof including finishing, testing and cleaning etc. complete. |
| 15 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre asperdrawing including fixtures,necessarywelding andpainting withone coatsof anticorrosive paint and two coats of oil painting complete. |
| 16 | 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 atweight0.695Kilogram/One Running Metre.Topandside track section61.85x31.75x 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. Inter locking 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/Runningmetre.AsperdetaileddrawingsandasdirectedbyEngineerincharge 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 |
| 17 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 18 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete |
| 19 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 20 | Providing and applying washable oil-bound distemper of approvedcolour andshade to old andnewsurfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 21 | Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plasteredsurfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 22 | Royalty Charges -Metal/ Murum |
| 23 | Sand |
| 24 | Quality Control Test-from 30/06/2025 as per letter Govt.of Mah. Vigilance & Quality Control. - Compressive Strength Test (set of 5 bricks )- |
| 25 | Compressive Strength of C.C. Cube-(set of 3 cubes) |
| 26 | For Aggregate--Water absorption,Specific Gravity,Impact Value,Crushing Value. |
| 27 | for Sand--Fineness modulus (Sieve Analysis,Silt & Clay Content) |
| 28 | Prviding and managing 20 Trees in the same premises, under Management Strategies And Implementation Plan ( MSIP ) to ManageEnvironmental , Social , Health And Safety. |
