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| 1 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 3 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | 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. |
| 13 | Granite stone slab colour black, Cherry/Ruby red |
| 14 | Area of slab upto 0.50 sqm |
| 15 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 16 | Granite work |
| 17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 18 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 19 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 20 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 21 | Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: |
| 22 | (a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. |
| 23 | (b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. |
| 24 | (c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. |
| 25 | The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstandand Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and and impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. |
| 26 | 450 mm Finished Floor Height (FFH). |
| 27 | Extra for providing and fixing false access flooring as per above itemfor the following FFH instead of 450mm. |
| 28 | 600mm Finished Floor Height (FFH). Instead of 450mm |
| 29 | Extra for providing and fixing Unitile Uflex Perforated Air Tile Grill with 46% opening area with volume control dampner instead of Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H) in item of false acces flooring. |
| 30 | 12 mm cement plaster of mix : |
| 31 | 1:6 (1 cement: 6 fine sand) |
| 32 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 33 | 1:6 (1 cement: 6 fine sand) |
| 34 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. |
| 35 | New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 36 | 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. |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 38 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. |
| 39 | Old work (one or more coats) |
| 40 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : |
| 41 | Flush/ Ruled pointing |
| 42 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. |
| 43 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 44 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 45 | Dismantling of MS rolling shutter from its position of approx size 4.5m x 4.35m M.S. laths/ grilled rolling shuttersinterlocked together through their entire length withspring, pipe shaft with brackets, side guides etcincluding stacking of serviceable material within a lead of 50m all complete and as per the direction of Engineer-in-Charge. |
| 46 | Disposal of building rubbish / malba unserviceable items 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. |
| 47 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 48 | For fixed portion |
| 49 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 50 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 51 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 52 | Providing and fixing tiled false ceiling of specified materials of size 600 x 600 mm (Nominal) / 595 x 595 mm (Actual) in true horizontal level. Suspended on Prelude 24mm section. The tile shall be laid on 15mm wide T-section flange white (matching to tile colour) having double stroke rotary stitching on all T section i.e. the Main runner, 1200mm & 600mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/sqm. The end details of the cross tee shall be made of pre hardened steel clip fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel 90 gsm and pre-painted steel with baked polyester paint of 0T bending capability. |
| 53 | INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications below) at 1200mm maximum. The First / Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module.Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. All border cut tiles shall be laid, using lay-in end cap for installation to have a Microlook effect on perimeters.Installation shall be carried out as per Manufacturer recommended procedure. |
| 54 | SUSPENSION SYSTEM: accessories manufactured and supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre Straightened Hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. Additionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners. |
| 55 | (a) Fibre Glass Acoustical Suspended Ceiling System with 19 thick DuneMaxTegular Tiles of Armstrong RH 99 ceiling in Pebble White Colour . The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 99%, NRC 0.70, light reflection > 85%, Fire performance of Class A as per ASTM with 20/25 Square Tegular / Microlook edge and 8mm drop in modular size of 600 x 600mm. It shall be suitable for Green Building application, with Recycled content of 85% including required cutting / making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. all complete as per manufacturer\"s specifications and as per direction of Engineer-in-charge. |
| 56 | Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. |
| 57 | Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) |
| 58 | Providing and fixing18 mm thick HDF fire proof board in wall lining with necessary fixing arrangement all complte as per the direction of Engineer in Charge. |
| 59 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. |
| 60 | 1.0 mm thick. |
| 61 | Providing & fixing 12 mm thick toughened glass door with edge polishing and making of cutouts for fittings including all fixing required patch fittings, fixing of handle, lock, floor spring all complete as per direction-in-charge.( Patch fittings, pivot, handle and floor spring shall be paid in basic item) |
| 62 | Providing for floor spring of BTS 75of make DORMAor equivalent. |
| 63 | Providing for bottom patch PT 10 of make DORMA according to DIN EN 1154 or equivalent. |
| 64 | Providing for top patch PT 20 of make DORMA according to DIN EN 1154 or equivalent. |
| 65 | Providing for top pivotPT 24 of make DORMAor equivalent. |
| 66 | Providing for bottom lock XL-C 4011A of make DORMAor equivalent. |
| 67 | Providing DORMA TGDI-H-Type or equivalent pullsatin finish SS handle 600x25 mm long including all screws etc complete as per direction of Engineer-in-Charge |
| 68 | Dismantling ofexisting polyvinyle sheet /Anti static flooring from flooring and preparing the surface smooth and clean as per the direction of Engineer in Charge.( The dismantled material is unserviceable and unuseable and is required to be disposed off) |
| 69 | a) 1.mm thick sheet |
| 70 | Dismantling/ dismembering aluminium partitions, fixed glazing, particle board(excluding doors & windows) and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
| 71 | Refixing of dismembered aluminium partition, glass panes and particle board in the required new position,(excluding doors & windows)making into required shape & size as per site conditionsincluding cost of rubber gasket,cleats, labour steel screws,etc.wherever required all complete, and as per the direction of Engineer-in Charge. |
| 72 | Providing and fixing Black sun control film on windows of Mcore/ Garware or equivalent maketo prevent sun glare including all labour and material complete as per the direction of Engineer in Charge. |
| 73 | Creditedto work on account of materials received from repairs/dismantlement : |
| 74 | (a) Mineral Fibre Board(Damaged)/ Particle Board(Damaged) |
| 75 | (b) Aluminium scrap unserviceable |
| 76 | c)Unuseable Pvc sheet/antistatic sheet |
| 77 | d) MS Rolling Shutter |
