Bharat Sanchar Nigam Limited-BSNL has published Re-Construction Of Boundary Wall From Ranital Chowk To Garha , Jabalpur, Due To Land Acquisition Of Bsnl Telecom Factory , Jabalpur ( M.P. ) For Construction Of Fly Over Leg ( Elevated Corridor ) Building Work. Submission Date for this Tender is 09-09-2022. Wall construction Tenders in jabalpur Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Fixing available Steel gate recovered from old dismantled wall in position as directed by engineer in charge including providing all type of fitting Bearing, Holdfast ,Tie rod etc all complete.(One Job includes both main gate & wicket gate) . |
| 2 | 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. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | 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. |
| 6 | Supply and filling of moorum including compacting in layer of 20cm each all complete |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : |
| 8 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 9 | 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 10 | 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 : |
| 11 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 12 | 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 : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 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). |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Suspended floors, roofs, landings, balconies and access platform |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 24 | 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 : |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush (a)Red sand Stone. |
| 27 | Red Sand Stone |
| 28 | 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 : |
| 29 | 300x16 mm |
| 30 | 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 : |
| 31 | 250x10 mm |
| 32 | 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 : |
| 33 | 125 mm |
| 34 | Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 35 | Twin rubber stopper |
| 36 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 38 | 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) : |
| 39 | For fixed portioni)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 40 | 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)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 41 | 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): |
| 42 | With float glass panes of 4.0 mm thickness |
| 43 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 44 | 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. |
| 45 | 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. |
| 46 | 40 mm thick with 20 mm nominal size stone aggregate |
| 47 | 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 |
| 48 | 18 mm thick |
| 49 | 12 mm cement plaster of mix : |
| 50 | 1:6 (1 cement: 6 fine sand) |
| 51 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 52 | 1:6 (1 cement: 6 fine sand) |
| 53 | 6 mm cement plaster of mix : |
| 54 | 1:3 (1 cement: 3 fine sand) |
| 55 | White washing with lime to give an even shade : |
| 56 | New work (three or more coats) |
| 57 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gm/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer"s specification. |
| 58 | Two or more coats on new work. |
| 59 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 60 | 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). |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 62 | Two or more coats on new work. |
| 63 | 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. |
| 64 | With G.I. barbed wire |
| 65 | Providing and laying non-pressure NP2 class (light duty) R.C.C. Pipes ( for spouts in masonary wallincludingcutting in length as required at and covering the ends wire mesh for protection of debris , lumpsetc. complete ) |
| 66 | 100 mm dia. R.C.C. pipe |
| 67 | Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap): |
| 68 | 300 mm dia piles |
| 69 | Extra over single under ream for providing additional bulbs in under reamed piles ,under specified diameter. (only the nos. of extra bulbs are to be paid) |
| 70 | 300mm dia piles. |
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