|
| 1 | Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately). 18 mm thick |
| 2 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge. |
| 3 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) |
| 4 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-incharge. |
| 5 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. |
| 6 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. |
| 7 | Trolley Providing and Fixing stainless steel kitchen trolley of overall 26\" height and 22\" depth, supported on aluminium pipes, trolley basket made out of 5mm stainless steel rod fitted on telescopic channel of size 1.5\"x20\"x22\" on both sides of trolley of 12\" or above size, panel having 40 Kilogram load bearing capacity of trolley made out of 20mm PUC coated plywood and colour combination as directed by E-I-C. Inner side of panel covered by white mica, 100mm s.s. decorative handle. (The width and height of individual compartments shall be kept as directed by Engineer-in-charge) |
| 8 | Providing and constructing granite kitchen platform with fixing of stainless steel sink 600mmx450mm size as per detailed drawing including vertica both side polished kadappah stone 25to30mm thick supports with kadappah top 35to40mm thick and polished granite 16to20mm top with side strips of grante at front and both sides of platform raised with two vertical granite supports 15cm height and top granite of 75x40cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m) |
| 9 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm |
| 10 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 11 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 12 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 13 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red Area of slab over 0.50 sqm |
| 14 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 15 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 16 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 17 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 18 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 19 | Supply and Installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. The system with complete assembly of coextruded UV protected multicellpanelsincorporated into a complet esystem. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900mm(min.)width with angular day lighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately)with 3 One Numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offer in gbest stability having a pull-out loadofmin.7000N(7KN) tested as per ISO6892:1998 and IS1608:2005,as per design requirement. Panels must satisfy Dart drop impact test as per IS14443-97shall show no sign of breakage on Poly carbonate sheets which have been exposed to UV fora min. of 500Hours as per ASTMG155. Panels shall not have Yellowness Index as per ASTMD1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTMG155. U value shall not be more than1.6W/m2K as per ENISO10077-2:2018. Panel shall be with additional Endcap /AluminiumU /Fprofile/ Glazing Bar forendsas required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge. Colour: As per Approval. Approved Make: FLUX by DPI Day lighting or approved equivalent The12mm thick panels shall be used for a roofing height of upto 15 mtrs. |
| 20 | Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 21 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 22 | CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 23 | Neat cement punning. |
| 24 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 25 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 26 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Providing, aupplying, fabricating and fixing panel of aluminium composite panel cladding in approved shape made out of 4mm thick ACP sheet material consisting of 3mm thick F grade mineral core following NBC part IV Fire and life safety (having 2 hours fire resistance in accordance to ASTME 119-12 and BS 476 part 6 and 7 class O) sandwitched between two aluminium sheets (each 0.5 mm thick of AA5005 / AA3105 grade) The aluminium composite panel cladding sheet shall be coil coated with kynar 500 based PVDF / Lumiflon based fluropolymerres in (having 70:30 ratio of PVDF and acrylic) coating of approved colour and sg=hade on top face and polymer (service) coating of bottom face as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicon sealent, backerrods etc. overall weight of the ACP shall not be less than 7.5 Kilogram/ One Square Metre) |
| 29 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer\"s specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge. |
| 30 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed byengineering In-charge. Using Concrete Batching and Mixing Plant |
| 31 | Supplying and stacking at site. Good earth |
| 32 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mmthickness of existing ground prepared with proper level and ramming withtools wooden (Dhurmos) and than rolling the surface with light roller makethe surface smoothen and light waterning with sprinkler and maintenancefor 30 days or more till the grass establish properly, as per direction ofofficer-in-charge. |
| 33 | Providing and Displaying Calendula double variety well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 34 | Providing and Displaying Dahlia double kenya variety in different colourwell developed with 3 to 4 flowers in half bloom, good foliage stacked withGreen painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 35 | Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : Two or more coats on new work |
| 36 | Providing,laying and fixing P.V.C. pipe of 110mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 37 | Providing curtain cloth mixed polyster cotton (percentage of polyster shall be 50% or more self design superior quality including cutting in required size & shape fixing 3 pleat stiching of its cutting part and fixing it on wall with the help of curtain, brackets, screws, etc. as required and in any size complete in all respect as per direction of Engineer in Charge. |