Name of Work:- 4 Construction and improvement of Ramnagar Hall at Dasve Taluka Mulshi Dist Pune | Sl. No. | Item Description | |
| 1 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete | | 2 | 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 etc. Complete | | 3 | Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete | | 4 | Providing and fixing of factory made uPVC Sliding window & door (White Colour)complete, comprising uPVC multi-chambered frame having in-built uPVC roller track ontop and uPVC sash with wall thickness of 2.3mm (+-0.2 mm), duly reinforced with G.I.section 1.5 mm, wherever required. uPVC window & door profile shall be made in India& shall conform to BS EN 12608 and other standards as mentioned below: S.No.Name of the test Test Method Specified Parameter1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 VicatSoftening Temperature EN ISO – 306 Shall not be < 750C3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m24 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm25 Mean Breaking Stress for welded corner(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2(b) For the compression bending test Shall not be < 30N/mm26 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %7 Surface Spread of flame BS : 476 - Part 7 Classification 18 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable9 Tensile modulus ASTM D 638 Shall not be < 35 MPa10 Shear Modulus ASTM D 732 Shall not be < 220 MPa11 Tensile Strength EN ISO 527 Shall not be < 30 MPaAll corners of frame and sash will be fusion welded. After placing 5 mm Float Annealedglass in the sash, uPVC glazing bead, interlock, EPDM / TPE gasket, brush shall beprovided including touch lock and rollers & proper drainage system shall be provided.Window / Door will be fixed to the wall with 100mm long and 8mm dia. Fasteners andcomplete in all respect as per direction of Engineer-In-Charge. uPVC Window and DoorProfiles are warranted for a period of ten (10) years against non-uniform discoloration,wrapping and rotting under general use. C) 3 Track with Mesh-2 Glass Sash + 1 Mesh Sash (Each sash shall be half of width ofwindow) (Big Series) Window frame of size 122 x 54 mm & Sash of size 64 x 47 mm. | | 5 | Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. | | 6 | Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete | | 7 | Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete | | 8 | Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete | | 9 | Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. | | 10 | 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.) By Mechanical Means | | 11 | 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 Mechanical Means | | 12 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | | 13 | 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 (Crushed sand VSI Grade)(Non SCADA Item) | | 14 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones 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 un exposed faces andwatering etc.complete. | | 15 | Providing antitermite treatment around the periphery of the existing building as per I.S. 6313 (Part-III) by excavating trenches of 20cm width and exposing the sides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 litres per One Running Metre and refilling the trenches etc. complete covering 2 years guarantee on bond paper. | | 16 | Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. | | 17 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them 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 (Crushed sand VSI Grade)(Concrete Non Scada) | | 18 | 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. | | 19 | Providing and fixing board displaying information, such as 'Name of work, Tender cost,Name of Contractor, Work completion and liability period etc', having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete 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 | | 20 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square inshape having area greater than 0.9 One Square Metrer made out of ___mm aluminumsheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensitymicro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamelpaint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mtlong firmly fixed to the ground by means of properly designed foundation with M25 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approveddrawing The angle iron post shall be duly painted with one coat of epoxy primer and twocoats of epoxy finish paints having alternate black and white bands of 25 cm widthincluding GI fixures and transportation etc.complete.The nut bolts of board with angleiron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 yearswritten warranty from the manufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-outdurable transparent overlay film and this warranty certificate in original should besubmitted to the Engineer in charge by the contractor/supplier. 4mm aluminum composite material of Class C | | 21 | Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) | | 22 | Providing and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards, screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre periMetre channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should betaped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete. Please Enable Macros to View BoQ information |
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