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| 1 | Civil Work |
| 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 upto0.00 to 1.50 m.) By Manual Means |
| 3 | Excavation for foundation in hard murum, including removing the excavated material up to a distance of50 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 1.50 m.) By Manual Means |
| 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 bailingout 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 without SCADA enabled reversible Drum Type mixer/ conc rete Batch mix plant (Pan mixer) etc. comp. With fine aggregate (Crushed sand VSI Grade) |
| 5 | 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. |
| 6 | Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal forR.C.C. work in founda tions like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. inclu ding bailing out water, Steel centering form work, 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 reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. comp. 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 drawing 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. comp. With fine aggregate (Crushed sand VSI Grade) |
| 8 | 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 steel centering, form work, 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 micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 9 | 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 un exposed faces, raking out joints on exposed facesand watering etc.Complete. |
| 10 | 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. |
| 11 | Providing soling using 80mm size trap metal in 15 cmlayer including filling voids with crushed sand /grit raming watering etc. complete. |
| 12 | 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 One Square Metre of surface area covering ten years guarantee on bond paper. |
| 13 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. comp. With fine aggregate (Crushed sand VSI Grade) |
| 14 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking outjoints, watering and scaffolding etc. Complete |
| 15 | Providing and fixing mild steel grill work for windows, ventilators etc.20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and twocoats of oil painting complete. |
| 16 | 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 steel centering, formwork, cover blocks, laying/pumping, compacting 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fineaggregate (Crushed sand VSI Grade) |
| 17 | Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete |
| 18 | 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 1Kilogramper 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. |
| 19 | Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface bybrushing and brooming down etc. complete. |
| 20 | Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 21 | Providing and applying two coats of water proof cement paint of approved manu facture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc complete. |
| 22 | Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectan gular pipe having overall dimension 63.50 x 38.10 x1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x1.20 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 weight0.417 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 weight0.417 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 0.9 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) (With mechanicalgear) |
| 24 | 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 necessary refilling with bitumen etc. complete. |
| 25 | Providing and fixing 45 cm wide mild steel ladder of 40mmx6mm mild steel flat stringers and steps of 18 mm dia. Mild steel bar for water tank including fixing it in (1:2:4)M-15 cement concrete block 60cm x 30cm x30 cm and painting the ladder complete. (AntiCorossive Paint) |
| 26 | Providing and applying two coats of lead/zinc base oil paint/ bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary,cleaning &preparingthe surface etc. complete. (excluding primer coat). |
| 27 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 28 | FABRICATION WORK |
| 29 | 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. |
| 30 | 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 Kilogram/ One Square Metre) 900 mm girth (Surface Width). |
| 31 | Supplying and fixing of Turbo ventilator with 610 mm throat, having base ring & top plate in stainless steel of 0.8mm thick, rotated using twin bearing of SKF-600122 &600322 permanently lubricated & sealed. Fixed in FRP |
| 32 | Supply and fixing of 2mm thick Polycarbonate sheets as per drawing & as directed by engineer in-charge. |
| 33 | Royality |
| 34 | METAL 40,20,12 |
| 35 | MURUM |
| 36 | Rubble |
| 37 | LAB Testing |
| 38 | CEMENT: Standard Consistancy, Fineness, Specific Gravity, Settingtime (Iniitial & Final), Compresive Strength, Soundness. |
| 39 | FINE AGGREGATE:Fineness Modulus (Sieve Analysis), Silt & Clay Content. |
| 40 | AGGREGATE:a) Water Absorption, Specific Gravity, Impact Value,Crushing Value.b) Sieve Analysis c) Abrasion Value. d) Flakiness Index & Elongation Index |
| 41 | AGGREGATE.b) Sieve Analysis |
| 42 | AGGREGATE c) Abrasion Value. |
| 43 | AGGREGATEd) Flakiness Index & Elongation Index |
| 44 | BRICKS a) Water Absorption (Set of 5 Bricks), CompressiveStrength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). |
| 45 | CONCRETE a)Compressive Strength OF C.C. Cube (Set of 3 cubes).b) Concrete Mix Design (with allTestson Basic Materials) |
| 46 | .CONCRETE b) Concrete Mix Design (with allTestson Basic Materials) |
| 47 | STEELSteel bar testing upto 16 mm (set of 3 bars) (Tensilestrength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 48 | STONE / RUBBLE Crushing value / Compressive strength, water Absorption& Specific Gravity. |
| 49 | SOIL/ MURUMa) Sieve Analysis. |
| 50 | SOIL/ MURUMb) Compaction Test. ( Proctor Density.) |
| 51 | ESHS Plan Please Enable Macros to View BoQ information |
