Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Telecommunication Services
Eprocure
Opening Date19 Aug 2020
Closing Date14 Sep 2020
Tender Amount₹ 1,11,08,881
Costs
EMD
₹ 2,22,178Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Nit For The Work Of Construction Of Communication Facility Centre At Air Force Station, Salua, West Bengal (package-i)
Description
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Contact
Tender Id
2020_BSNL_55514_1Bid Award Id
ViewTender No
22/WB/CD-KOL/BSNL/NIT/20-21Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
GEM & Bid Advisory Services
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Documents
NIT for the work Construction of communication facility centre at Indian Air Force station Salua West Bengal Package I
BOQ for the work Construction of Communication Facility Centre at Air Force Station, Salua, West Bengal (Package-I)
Tender document for the work Construction of Communication Facility Centre at Air Force Station Salua West Bengal Package I
BOQ Items
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All kinds of soil.
152
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
101
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Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
-
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All kinds of soil.
8
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Supplying and filling in plinth with River sand under floors, including watering, ramming, consolidating and dressing complete.
35
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
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1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
6
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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)
5
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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)
27
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
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1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 20mm nominal size).
17
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
6
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Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
17
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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 :
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
73
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
-
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-
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
16
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
49
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
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Foundations, footings, bases of columns, etc. for mass concrete
145
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Suspended floors, roofs, landings, balconies and access platform
185
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
385
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Columns, Pillars, Piers, Abutments, Posts and Struts
229
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Edges of slabs and breaks in floors and walls (i) Under 20 cm wide
4.3
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
23200
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
396
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
340
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
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Cement mortar 1:6 (1 cement : 6 coarse sand)
32
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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)
88
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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 1:3 (1 cement :3 coarse sand)
90
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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.
90
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Extra for providing arrangement for provision of Access Control System in fire rated double door shutter (Payment to be made on the area of shutter including frame work).
-
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Extra for providing arrangement for provision of Access Control System in fire rated double door shutter (Payment to be made on the area of shutter including frame work).
21
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Providing and fixing for fitment of card based access control system (SITC) of approved quality and make in door shutters to enable proper locking arrangement by access card from outside and push button to open from inside.(It is to be supplied by the agency to the door shutter manufacturing agency for making arrangement of the system before starting manufacture of shutters and frames).
-
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Providing and fixing for fitment of card based access control system (SITC) of approved quality and make in door shutters to enable proper locking arrangement by access card from outside and push button to open from inside.(It is to be supplied by the agency to the door shutter manufacturing agency for making arrangement of the system before starting manufacture of shutters and frames).
27
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Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
14
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Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
7
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Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
-
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300x16 mm
7
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Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
-
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300x10 mm
21
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Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
-
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125 mm
22
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Providing and fixing non load bearing fixed frame for fire resistant glazed Partition for 120 minutes Fire Rating, made out to a profile of dimension 60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be measured for payment. The frame shall be filled with mineral wool insulation of density min 96kg/ m³ and finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer - in- charge.
8
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Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-incharge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.
2
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Providing and fixing of metal fire rated doors as per IS 3614 part-2:1992 for stability and integrity. Pressed Galvanized steel confirming to IS 277 specification. Door tested and Approved in CBRI, Roorkee or any other approved statuatory body for maximum rating of 2 hrs and its test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen. Door frame shall be single rebate frame profile of size 140 mm x 65 mm with bending radius of 1.4 mm shall be constructed out of 1.20mm thick galvanized steel sheet.There should be bottom membrane in the frame for proper alignement. Provision should be kept for grouting with cement and sand slurry necessary for fire doors on the clear masonry opening. Door leaf should be 50 mm thick fully flush double skin door steel with seamless welding joint all around. Door leaf shall be fabricated from 1.0 mm thick galvanised steel sheet conforming to IS 277 spcifications, single or double leaf as the case may be. The infill material is proprietary are retardant heat insulating material suitable for 2 hrs fire rating as per IS 3614 part-2:1992 for statibility and integrity and construction of the door should be rigid reinforcement pads for receiving appropriate hardware. All doors shall be factory prepared with 3 mm thick support plate pre-punched cutouts and reinforcement for receiving appropriate hardware. All doors shall be provision for 4 Nos Anchor bolt fasteners on each vertical jamb to fix to wall / RCC surface, all cut outs including hinge plates, strike plates have mortar guard cover to prevent cement, dust ingress into cutouts. Shutters have no visible screws, fastners or rivets on either face. Shurrers are pre drilled hinge support plates with hinge guard covers, concealed lock box with lock fixing brackets and pre-tapped holes. Locking mechanism shall have with 3 keys each door and shall have door closer on each leaf. The doors shall be provided with vision glass of 6 mm thich 2 hours fire rated. Painting of doors shall consist of galvanized steel treated progressively with etch primer, zinc chromate primer and top coat of PU paint. All works shall be done as per manufacturer specification and as per direction of the Engineer-in-charge. (Rate includes all operation and hardwares mentioned above, nothing shall be paid for extra).
-
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Double leaf shutter.
8
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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 (i) Powder coated aluminium (minimum thickness of powder coating 50 micron)
51
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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). (i)Powder coated aluminium (minimum thickness of powder coating 50 micron)
7
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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 5.50 mm thickness
2
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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 toughened glass panes of 8 mm thickness
8
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Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
-
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Upto 5mm depth and 5 mm width
45
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Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.
-
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255 x 19 mm
4
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Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
-
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Anodized (AC 15) aluminium
2
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
-
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80x1.25 mm M.S. laths with 1.25 mm thick top cover.
13.5
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Providing and fixing ball bearing for rolling shutters.
4
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Providing double cup suction panel lifter to lift the panel quickly, easily and safely without damaging any of the adjoining access floor panels.
-
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Providing double cup suction panel lifter to lift the panel quickly, easily and safely without damaging any of the adjoining access floor panels.
13.5
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Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).
5.4
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
-
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Profile B (i) Fixing with adjustable lugs with split end tail to each jamb.
40
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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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
1313
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
419
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
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40 mm thick with 20 mm nominal size stone aggregate
85
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62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
73
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Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
-
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-
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18 mm thick.
7.8
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Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
8
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Providing and fixing glass strips in joints of terrazzo/ cement concrete floors.
-
-
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40 mm wide and 4 mm thick.
120
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Providing and fixing glass strips in joints of terrazzo/ cement concrete floors.
-
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40 mm wide and 4 mm thick. (i) Acid and alkali resistant tile.
16
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In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). (i) Acid and alkali resistant tile.
15
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
-
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25 mm thick.
83
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
-
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Size of Tile 600x600 mm
46
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
-
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Size of Tile 600x600 mm
9
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Providing and installing raised fire rated false floor consisting of pedestals, Stringers and floor penals etc. Raised false shall have integrated stringer arrangement for enhanced load bearing capability with floor panels shall be manufactured from steel with lightweight cementitious core in size 600 x 600 x 35 mm. The floor panel top shall be finished with high abrasion, anti-static High Pressure Laminate with PVC beading on all sides to provide protection of edges and cut out, if any. The raised floor height shall be between 155 mm to 750 mm. The floor must support point load of 3.6 KN/over 25 Sqmm and distributed load of 12 KN / Sqm, ultimate point load 1125 kg (2500 lbf). The bottom of the panel shall be embosed in 64 hemispherical cones to give strength and flexural rigidity. The entire panel shall be finished with electro deposition of cathodic epoxy paint on the exposed surface and shall be Zinc Whisker free. Pedestal shall be 22mm dia GI pipes for 600mm long 25mm dia GI pipe for 750mm long, having 100x100x2mm thick GI base plate permantly fixed to sub floor by application of epoxy based adhesive and at least 4 nos hold fasteners in base plates and pedestal head assembly should be of 75x75x3.5mm. Stringer system shall be hot dipped galvanised steel rectangular shaped snap lock channel of size 570x21x32x0.80mm thick with notches for locking stringers to pedestals. The work shall be executed as per manufacturer specification and as per direction of the Engineer - in - charge. The payment shall be inclusive of all operation above and nothing will be paid seperately.
87
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Extra for providing and fixing Air Flow grills manufactured from Mild steel with a perforated top having an overall size of 600 x 600 mm. The panels consist of specially designed side channel section which houses a pre punched top perforated sheet with optional volume control damper. The panel can be compatible with the adjacent raised access floor system. The top performance finishes is powder coated . The floor must support point load of 3.6 KN/over 25 Sqmm and distributed load of 12 KN / Sqm. (Diffrence in cost of Air flow perforated grill in respect to false floor tiles to be taken in consideration for payment irrespective of plus or minus for each tiles)
38
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Providing and fixing PVC Grommets 125mm dia to run cables through floor or through wall. Rate including the cost of making hole etc.
81
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Providing double cup suction panel lifter to lift the panel quickly, easily and safely without damaging any of the adjoining access floor panels.
4
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design
-
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In 75x75 mm deep chase
61
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
5
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
-
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Single socketed pipes. (i) 110mm diameter
22.5
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.
-
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Bend 87.5° (i) 110 mm bend
5
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Shoe (Plain) (ii) 110 mm Shoe
5
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
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110 mm
25
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Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
5
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Grading roof for water proofing treatment with
-
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
21
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Extra for providing and mixing liquid integral water proofing material conforming to IS :2645 of the approved brand such as LATEX POWER/SUPER LATEX or equivalent at the rate of 300 ml./50Kg bag of cement or in proportion as recommended by the manufacturer in cement slurry as directed by the Engineer in - charge. (Note: Integral liquid water proofing material shall be added in the water needed for preparation of cement slurry).
40.2
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Providing and mixing of liquid bonding materials of 'Sika Latex' or equvallent @ 7.5 kg/100 sqm in cement slurry over new surface for proper bonding.
214
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12 mm cement plaster of mix :
-
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1:6 (1 cement: 6 fine sand)
192
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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)
401
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20 mm cement plaster of mix :
-
-
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1:4 (1 cement: 4 fine sand)
88
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
267
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Neat cement punning
246
-
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
831
-
-
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
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Water thinnable cement primer.
831
-
-
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Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
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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).
372
-
-
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Applying priming coat :
-
-
-
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With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
141
-
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:
-
-
-
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Two or more coats on new work.
831
-
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
-
-
-
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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
141
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Polishing on wood work with ready mixed wax polish of approved brand and manufacture :
-
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New work
43
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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :
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3 mm thick
236
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
226
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Supplying and stacking at site.
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53 mm to 22.4 mm size stone aggregate.
34
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Good earth.
34
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Moorum.
34
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
23
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
1620
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
17
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
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Made of G.I. wire of dia 4 mm
281
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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
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80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
115
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Cutting holes up to 30x30 cm in walls including making good the same:
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With common burnt clay F.P.S. (non modular) bricks.
8
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Constructing brick masonry open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design:
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25 cm drain 30 cm average depth- (i) With F.P.S. bricks
49
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Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black), comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross- T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.
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With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles
158
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Supplying Godrej executive worktable, model : Finesse executive desk 6030, size 1800(w) x 900(D) x 740 ( H) and pedestal of size 646(H)x390(W)x440(D) of approved colour with wire management system for computer peripherals etc, all complete as per manufacturer's specifications and as directed by Engineer-in-charge.
1
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Supplying Godrej make chairs, Model : Gallop Cushion, model no: FU9T02A of approved colour, all complete as per manufacturer's specificationa and as directed by Engineer-in-charge.
3
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Providing and fixing in position box type storage cabinets as per approved drawing. The outer frame and horizontal shelves of box type storage cabinets shall be made of 25 mm thick marine ply wood conforming to IS:710. The rear portion shall be neatly covered with 12mm thick marine ply wood conforming to IS:710 by firmly fixing it to the box frame with adhesive, screws and headless nails. The entirey box frame joinery shall be neatly machine cut, firmly fixed in position with fevicol SH adhesive, head less nails and screws. The box type storage cabinet shall be provided with two nos. openable shutters made up of 12 mmthick marine ply conforming to IS:710, The shutters shall be fixed to box frame with full length piano hinges, Two nos. 125 mm C.P.brass handle with base plate(One for each shutter), one Nos. godrej supernova cupboard lock with 2keys and 1 keyhole cover , 2-magnetic catchers. The entire box storage cabinet, i.e., all faces of box storage cabinet(Both internal and external faces of box storage cabinet frame including rear portion, all faces of door shutters and all exposed faces of horizontal shelves) shall be provided with 1.0 mm thick decorative veneered lamination of approved design and make with approved variety of adhesive such as fecicol SH or equivalent, etc., all complete as directed by Engineer-in-charge . Note : The horizontal shelves shall be firmly fixed to box frame by headless nails and screws. In addition the shelf bottoms shall be supported by suitable nos of 25 to 40mm size KD fittings brackets with necessary screws as approved by Engineer-in-charge on all 3 sides /edges of shelf.
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750 mm ( L) x 450 mm ( w) x 3000 mm height(outer size) with 5 Nos internal horizontal shelves.
1
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600 mm ( L) x 450 mm ( w) x 1400 mm height(outer size) with 3 Nos internal horizontal shelves.
2
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