Bharat Sanchar Nigam Limited Tender
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Costs
EMD
₹ 52,020Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BSNL_194779_1Bid Award Id
ViewTender No
06/EE/BSNL/BCD/CHD/2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
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Documents
BOQ Items
Centering and shuttering including strutting, propping etc. and removal of form for :
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
2
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
20
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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 :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
3.5
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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 : (Note Bricks shall be provided free of cost by the department)
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Cement mortar 1:6 (1 cement : 6 coarse sand)
7
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Half brick masonry 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.
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Cement mortar 1:4 (1 cement :4 coarse sand)
10
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry.
10
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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.
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
275
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12 mm cement plaster of mix :
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1:6 (1 cement: 6 fine sand)
50
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15 mm cement plaster on the rough side of single or half brick wall of mix :
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1:6 (1 cement: 6 fine sand)
50
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.
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New work (two or more coats) over and including water thinnable priming coat with cement primer.
250
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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.
220
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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.
250
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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:
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(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.
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(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.
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(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.
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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 withstand
and 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.
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300 mm Finished Floor Height (FFH).
16
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450 mm Finished Floor Height (FFH).
81
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Deduct for providing and fixing false access flooring as per above item for the following FFH instead of 450mm.
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150mm Finished Floor Height (FFH). Instead of 450mm
56.5
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
4
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Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :
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Flush/ Ruled pointing
110
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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.
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With cement mortar 1:4 (1cement: 4 coarse sand).
5
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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.
150
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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.
1.25
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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..
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In cement mortar
10
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
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From brick work in cement mortar
3500
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
80
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Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
80
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Providing and laying gang saw cut 18 mm thick, mirror polished pre-moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
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With granite stone of area less than 0.50 sqm.
4
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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) :
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For fixed portion
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Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
5
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
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Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
5
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Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
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Pre-laminated particle board with decorative lamination on both sides.
5
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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):
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With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
5
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Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
25
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.
1
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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.
10
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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.
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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.
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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.
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(a) Fibre Glass Acoustical Suspended Ceiling System with 19 thick DuneMax Tegular 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.
247
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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.
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Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995
55
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Providing and fixing 18 mm thick HDF fire proof board in wall lining with necessary fixing arrangement all complte as per the direction of Engineer in Charge.
5
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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.
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1.0 mm thick.
5
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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)
7
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Providing for floor spring of BTS 75 of make DORMA or equivalent.
4
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Providing for bottom patch PT 10 of make DORMA according to DIN EN 1154 or equivalent.
4
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Providing for top patch PT 20 of make DORMA according to DIN EN 1154 or equivalent.
4
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Providing for top pivot PT 24 of make DORMA or equivalent.
4
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Providing for bottom lock XL-C 4011A of make DORMA or equivalent.
4
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Providing DORMA TGDI-H-Type or equivalent pull satin finish SS handle 600x25 mm long including all screws etc complete as per direction of Engineer-in-Charge
4
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Dismantling of existing 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)
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a) 1.mm thick sheet
90
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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.
360
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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 conditions including cost of rubber gasket,cleats, labour steel screws,etc. wherever required all complete, and as per the direction of Engineer-in Charge.
92
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Dismantling and Refixing of aluminium door/windows in the required position includingTightening of cleats etc. replacing of pivot or aluminium butt/ friction hinges hinges or rubber gasket,cleats wherever required including steel screws etc. all complete, and as per the direction of Engineer-in Charge.
4
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Dismantling of existing false access flooring and keeping the dismantled material within a distance of 50 metres. The operation includes taking out the floor panels, dismantling the channel sections, , pedestrals,jack, base plate, eathing wire etc all complete as per the direction of Engineer in Charge.( The dismantled material is unserviceable and unuseable and is required to be disposed off)
-
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a) 450mm
65
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Rubbing and polishing of old mosaic flooring/kota stone flooring with floor grinding machine including removing malba etc. all complete as per direction of Engineer-in-Charge.
150
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Making opening/slit of size 1200x150mm in RCC Chajjah by core cutting including the cost of all labour, tools & plants etc and disposal of malba all complete as per the direction of the Engineer-In-Charge.
1
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Providing and fixing homogeneous composition with specially carbon balck conductive layer polyvinyle chloride antistatic sheet manufactured as per IS 3462-1986 in flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacture like Dunlop S-758, Fevicol SR-998 or equivalent, & thermo welding at joints of antistatic PVC flooring inlcuding the cost of PVC cord and rolling with light wooden roller weighing 5kg all complete as per the direction of Engineer in Charge.
-
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2 mm thick sheet
150
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Providing and fixing copper strip of required section 40 mm wide 0.5 mm thick including riveting with antistatic sheet flooring as per the direction of Engineer-in-charge.
8
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Re-fixing removable raised/false access flooring with system and its components 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 (Note:- All the components of the false flooring shall be supplied free of cost by the department).
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a) 450 mm Finished Floor Height (FFH).
15
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Cleaning of aluminium partition fixed with particle board and glass with cloth and cleansing agent like colin/ Roff etc i/c removal of stains etc all complete and as per the direction of E-in-C.
184
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Dismantling/dismembering, cutting, making minor modifications and refixing of false access cementitious flooring tiles, with stringers, pedestrals etc to match the existing false flooring level including the cost of all tools , plants and labour complete and as per the direction of Engineer-in-Charge.(Existing false flooring is to be altered & refixed)
12
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Dismantling/dismembering, making minor modifications and refixing of existing false ceiling tiles with Tee, members etc to match the existing false ceiling level including the cost of all tools , plants and labour complete and as per the direction of Engineer-in-Charge.(Existing false ceiling is to be altered & refixed)
12
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Credit to work on a/c of materials received from repairs:
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(a) Mineral Fibre Board(Damaged)/ Particle Board(Damaged)
60
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(c) Aluminium scrap unserviceable
100
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(c) Brick bats
2
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(d) False Access Floor Tiles with 2mm GI Sheet of size 0.8 X 0.6 m
100
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e) Unuseable Pvc sheet/antistatic sheet
90
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f) GI jack, chanells etc
150
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