Bharat Sanchar Nigam Limited Tender
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Costs
EMD
₹ 13,160Document Cost
₹ 570Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BSNL_216004_1Tender No
28/BSNL/CD/AHD/2024-25 Dated 23.11.2024Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
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Documents
Reconstruction of damaged boundary wall ( Left side of entrance gate) and repairing of BTS room in T.E Compound at Aslali, Ahmedabad.(Vth Call)
BOQ Items
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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1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size
derived from natural sources)
0.7
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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 (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources)
1.2
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Retaining walls, return walls, walls (any thickness) including attached pilasters, uttresses, plinth and string courses fillets,
kerbs and steps etc.
11.5
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in:
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Cement mortar 1:4 (1 cement : 4 coarse sand)
38
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
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Cement mortar 1:4 (1 cement : 4 coarse sand)
1
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Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.
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30 mm thick plain PVC door shutters
1.6
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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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250x16 mm
1
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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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150x10 mm
2
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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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100 mm
2
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
131
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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
21
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12 mm cement plaster of mix :
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1:6 (1 cement: 6 coarse sand)
88
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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 coarse sand)
81
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
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With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
55
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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
170
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
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Two or more coats on new work
21
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Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
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Two coats
90
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface.
55
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Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
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Float glass panes of nominal thickness 4 mm
(weight not less than 10kg/sqm)
3.6
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Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-
Charge
1
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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 non-woven polyester matt consisting of a coat of bitumen primer for bitumen embrane @ 0.40 litre/sqm by the same membrane manufacture 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 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/ 250N. 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
28
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Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation
28
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1.1
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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
6.5
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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
30
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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. cum 219.35
28.17
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used
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With G.I. barbed wire
323
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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.
100
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Providing and fixing white vitreous china water closet squatting pan (Indian type) :
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Orissa pattern WC pan of size 580x440 mm
1
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Deduction for taking over of unserviceable materials obtained from dismantling/ demolishing as is where is basis. Note : Materials shall be taken over by the contractor at his own cost and will allow to deduct at the quoted rate from the bill of payment.
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structural members like Tees, angles, square or round bars and channels
25
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Bricks
5776
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Fixing of available angle iron post and struts in proper line and alignment in compound wall with c. concrete block (1:2:4 1cement:2 coarsesand :4 graded stone aggregate 20 mm size)of required size all complete all as per direction of engineer -in-charge. ( C.conc block shall be paid separately )
17
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