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| 1 | Proposed Constructions Of Warehouse 300 MT |
| 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, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical 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, dewatering etc.complete. (Lift upto 1.50 m) by Mechanical Means.. |
| 4 | Providing dry trap rubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 5 | Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering & compaction complete. |
| 6 | Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to20 centimetre including watering and compaction etc. complete. |
| 7 | 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, withwith Ordinary Concrete mixer, etc. complete. With fine aggregate (Crushed sand V.S.I.Grade). |
| 8 | 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 Ordinary Concrete mixer etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 9 | 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 Ordinary Concrete mixer etc. complete with fine aggregate (Crushed sand V.S.I. Grade). |
| 10 | 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 Ordinary Concrete Mixer etc. complete with fine aggregate (Crushed sand V.S.I. Grade). |
| 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 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed facesand watering complete. |
| 13 | Providing second class Burnt Brick masonry with conventional / I. S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints,watering and scaffolding complete. |
| 14 | 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 etc.complete. |
| 15 | Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:5 with neeru finish to concrete or brick surfaces, in all positions including scaffolding andcuring complete. |
| 16 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg./sq.m.as per drawing including fixtures, necessary welding and painting with one coats ofanticorrosive paint and two coats of oil painting complete. |
| 17 | Providing and fixing in position (as per 1868:1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm. at weight 0.637 kg/Rmt. with window frame bottom track section 92 x31.75 x 1.30 mm. at weight 1.070 kg/Rmt. Top and side track section 92 x 31.75 x 1.30 mm. at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x1.25 mm. at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm. at weight o.417 kg/Rmt. 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 and aluminium mosquito net shutter with stainless steel jail with all required screws andnuts etc. complete with powder coating without box. |
| 18 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two daysetc. complete. |
| 19 | Providing & applying washable oil bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing thesurfaces.(excluding the primer coat.) complete. |
| 20 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm. with lock plate of3.15 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. 6248-1979) (Withoutmechanical gear). |
| 21 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 mm. thickness for flooring with groove cutting of 4 mm. wide and 20 mm. deep withnecessary refilling with bitumen etc. complete. |
| 22 | Providing and laying Cast in situ/ Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal forR.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 Ordinary Concrete mixer etc. complete, with fine aggregate(Crushed sand V.S.I. Grade). |
| 23 | Providing and laying Cast in situ/ Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal forR.C.C. Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing 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 Ordinary Concrete mixer etc. complete, with fineaggregate (Crushed sand V.S.I. Grade). |
| 24 | Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting ofapproved quality and shade etc. complete. |
| 25 | Providing sills of polished Kotah stone 25 mm. to 30 mm. thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning complete. |
| 26 | Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc.complete. |
| 27 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm. with lock plate of3.15 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. 6248-1979) (Withmechanical gear) |
| 28 | Providing and fixing colour coated Zincalume ( 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 with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior 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 subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary 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 profile4.52 kg/sqm) |
| 29 | Providing preconstructional antitermite treatment as perI.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. |
| 30 | Providing and fixing of the rain water downtake pipes of PPGI, the sectional area of rain water downtake pipes provided shall be generally attherate of 1square cm per 70 to 80 square decimetre of roof area drained. No spout shall bel ess than 80mm indiameter .The spacing of spouts shall be arranged to suit the position of openings in the wall including necessary accessories for fixing the pipe and including all materials and labour charges etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge(Mecanical SSR 2022-23) |
| 31 | Supply & Fixing of turbo ventilator with 610mm throat, having basering & top plate in stainless steel of 0.8mm thick, rotated using twin bearings of SKF-600122&600322 permanently lubricated & sealed.Fixed in FRP base plate of 2 mm thk clear 1.020mtr wide &1.7mtr long. (Mecanical SSR 2022-23) |
| 32 | Supply & Fixing of 2mm thk polycarbonate sheets as per drawing & as directed by engineer in-charge. (Mecanical SSR 2022-23) |
| 33 | Royalty Charges |
| 34 | RUBBLE |
| 35 | MURUM |
| 36 | MATERIAL LAB TEST |
| 37 | Dry Lean Cement Concrete- Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 38 | M-10 for Foundation Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 39 | BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.Fineness Modulus (Sieve Analysis),Silt & Clay Content test. |
| 40 | BRICKS- Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks) test. |
| 41 | MORTOR Compressive Strength( Set of 3 Cubes) test. |
| 42 | STEEL BAR TESTING upto 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress). |
| 43 | M-20 for R.C.C. Footings- Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 44 | Concrete Mix Design (With all Tests on basic materials). |
| 45 | M-20 for R.C.C. Columns -Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 46 | M-20 for R.C.C. beams and lintels - Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 47 | SOIL / MURUM Compaction Test (Proctor Density).Liquid limit & plastic Limit test.C.B.R. test (Field determination test) |
| 48 | Constructions Of Shed 83.82 Sq.M. |
| 49 | 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 backfilling, ramming, watering including shoring and |
| 50 | 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 |
| 51 | Providing dry trap rubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 52 | 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 with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sandV.S.I. Grade). |
| 53 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre layers including watering and compacting etc. complete.Spec. No. : Bd.A. 11/Page No. 262 |
| 54 | Filling in plinth and floors with contractors soil. Sand or murum materials in 15 cm to 20 cm layers including watering & compaction complete |
| 55 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. |
| 56 | 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 with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 57 | 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 (Crushed sand |
| 58 | Providing and laying Cast in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/quartzite/ gneiss metal for Reinforced Cement Concrete 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 Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade) |
| 59 | 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. |
| 60 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 61 | Providing second class Burnt Brick masonry with conventional / I. S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 62 | 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. 6248-1979) (Without mechanical |
| 63 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide and 20 milimetre deep with necessary refilling with bitumen etc. complete. |
| 64 | Providing and laying Cast in situ/ Ready Mix cement concrete M-15 of trap/ granite/ quartzite/ gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed). With fine aggregate (Crushed sand V.S.I. Grade) |
| 65 | Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 66 | 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 scaffoldingetc.complete. |
| 67 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. |
| 68 | Providing and fixing of colour coated Zinc aluminium ( 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 with Aluminium-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 um, comprising of nominal 25um exterior 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 subtle square fluting in the five pan at nominal 180-250 mm center-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 kg/sqm) 900 mm girth (Surface Width). |
| 69 | Providing and fixing 12 mm diameter mild steel bar upto 0.5 metre length for anchor rods withnecessary threading nuts and bolts etc complete |
| 70 | Supplying Turbo Ventilator 24'' as directedby engineer in charge |
| 71 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 72 | Royalty Charges |
| 73 | RUBBLE |
| 74 | MURUM |
| 75 | MATERIAL LAB TEST |
| 76 | Dry Lean Cement Concrete- Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 77 | M-10 for Foundation Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 78 | BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.Fineness Modulus (Sieve Analysis),Silt & Clay Content test. |
| 79 | BRICKS- Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks) test. |
| 80 | MORTOR Compressive Strength( Set of 3 Cubes) test. |
| 81 | STEEL BAR TESTING upto 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress). |
| 82 | M-20 for R.C.C. Footings- Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 83 | Concrete Mix Design (With all Tests on basic materials). |
| 84 | M-20 for R.C.C. Columns -Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 85 | M-20 for R.C.C. beams and lintels - Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. |
| 86 | SOIL / MURUM Compaction Test (Proctor Density).Liquid limit & plastic Limit test.C.B.R. test (Field determination test) |
| 87 | ESHS Complaince |
| 88 | Management Strategies and Implementation Plan (MSIP) to Manage Environmental, Social, Health and Safety(ESHS) Risk and ESHS Code of Conduct Please Enable Macros to View BoQ information |
