Bharat Sanchar Nigam Limited Tender
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Costs
EMD
₹ 5,700Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BSNL_188895_1Bid Award Id
ViewTender No
NIT No.01/NIT/CETSCZ/HYD/2024Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
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Documents
BOQ Items
a) All kinds of soil.
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i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
7
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
500
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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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1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
0.5
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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)
0.5
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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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1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived fro natural resources)
0.5
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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
5
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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.
10
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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 1:6 (1 cement : 6 coarse sand)
0.5
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Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :
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a) 20 mm dia (heavy type)
5
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Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.
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a) With 2nd class teak wood beading 62X19 mm.
3
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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
2
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250x16 mm
2
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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
5
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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
5
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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.
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Twin rubber stopper
5
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Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.
5
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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.
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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.
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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.
2
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12 mm cement plaster of mix :
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1:6 (1 cement: 6 fine sand)
5
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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)
5
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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.
50
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Distempering with 1st quality acrylic distemper, 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.
75
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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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a) One or more coats on old work.
20
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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a) Old work (One or more coat applied @ 0.90 ltr/10 sqm).
10
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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 directions of Engineer-In-Charge.
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With cement mortar 1:4 (1 cement : 4 fine 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 40mm dia. M.S. tube 1.5m 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 inspection of 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 will be made once irrespective of duration of scaffolding.
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Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
10
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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
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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
1
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
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For thickness of tiles 10 mm to 25 mm
10
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Providing and fixing white vitreous china water closet squatting pan (Indian type) :
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Orissa pattern W.C. pan of size 580x440 mm
1
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Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan.
1
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Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.
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10 litre capacity - White
3
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Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :
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White solid plastic seat with lid
3
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Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :
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Flat back wash basin of size 550x400 mm.
3
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
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Flexible pipe
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32 mm dia
5
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40 mm dia
5
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Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
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Rectangular shape 453x357 mm
2
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Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
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Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms.
3
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall
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a) 20 mm nominal outer dia. Pipes.
10
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b) 25 mm nominal outer dia .Pipes.
10
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c) 40 mm nominal outer dia. Pipes.
10
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work
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a) 40 mm nominal outer dia. Pipes.
10
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
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a) 25 to 40 mm nominal bore
2
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Providing and fixing brass bib cock of approved quality :
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15 mm nominal bore
5
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Providing and fixing brass stop cock of approved quality :
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15 mm nominal bore
5
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Providing and fixing uplasticised PVC connection pipe with brass unions :
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45 cm length
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15 mm nominal bore
5
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Providing and fixing cPVC Union/cPVC nepple in G.I/cPVC pipe including cutting and threading the pipe and making long screws etc. complete (New work)
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a) 20 mm nominal bore
3
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b) 25 mm nominal bore
3
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c) 40 mm nominal bore
3
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
500
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Providing and fixing PTMT bib cock of approved quality and colour.
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15mm nominal bore, 86 mm long. Weighing not less than 88 gms.
3
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Providing and fixing PTMT stop cock of approved quality and colour.
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15 mm nominal bore, 86 mm long. Weighing not less than 88 gms.
3
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Providing and fixing PTMT pillar cock of approved quality and colour .
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15mm nominal bore, 107 mm long. Weighing not less than 110 gms.
1
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Providing and fixing PTMT grating of approved quality and colour.
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Rectangular type with openable circular lid.
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150 mm nominal size square 100 mm diameter of the inner hinged round grating.
3
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Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms.
1
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Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms.
1
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Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.
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a) 25mm nominal bore. Weighing not less than 62 gms.
3
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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
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a) 100 mm diameter
5
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b) 150 mm diameter
5
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:
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a) 100 mm diameter S.W. pipe
5
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b) 150 mm diameter S.W. pipe
5
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Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of :
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i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
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ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand)mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
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iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7Kg. per sqm of area.
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iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)
5
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Removing the damaged sanitary and water supply fittings and replacing them with new fittings including necessary white lead/ lead wool etc complete as directed by the engineer in charge.
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C.P. brass bib cock 15 mm nominal bore. of approved quality conforming to IS:8931:
3
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C.P. brass stop cock 15 mm nominal bore. of standard design and of approved make conforming to IS:8931.
3
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C.P. brass pillar cock 15 mm nominal bore. of standard design and of approved make conforming to IS:8931.
3
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Health pauset set with wall support lever of 15mm nominal bore stainless steel/ CP brass nozzle jet and handle of approved quality and make for EWC
3
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C.P. brass two in one bib cock 15 mm nominal bore. of approved quality conforming to IS:8931:
3
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Providing and fixing CPVC ball valve of approved quality high or low pressure with plastic float complete.
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20mm nominal bore
2
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25mm nominal bore
2
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40mm nominal bore
2
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Removing glass panes from windows and replacing them with new glass panes with putty and nails wherever necessary : float glass panes of thickness 4mm
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a) for windows in ground floor and /or for windows which can be accessed from inside of the room / bolcony with ladder arrangement wherever necssary.
3
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b) for windows in upper floors ( other than ground floor ) up to 8 floors with necessary Jhoola arrangement
3
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Removal of vegetation at walls/roofs and floors/drainage systems/water supplying stream of the building/over head tanks or at any location and applying any special chemical to defective area to prevent vegetation growth and finishing the same with cement concrete/mortar to match the surface of walls/floors/roofs., etc complete as per the directions of engineer-in-charge(cement concrete/mortar to be paid in separate item.)(Uprooting of vegetation in each location will be measured as one job)
5
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Cutting /Pruning branches of trees for avoiding entering houses and obstructing colony lighting and electrical wire free passing and disposing the cutting pieces away from the compound to the dumping ground as directed by the engineer-incharge. (Pruning/cutting of each branches for each tree will be measured as one job)
5
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Repairs to the existing Aluminium/PVC/Wooden doors/windows by removing and refixing the same after attending necessary repairs etc. with necessary screws, nails ,hinges etc including welding etc wherever required complete to make it working condition (Each door/window irrespective of size will be measured for payment. cost of Hinges, handles and other accessaries if any will be paid separately).
5
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Cleaning of existing sanitary pipe alignment of 160/110 /75 mm dia in vertical and horizontal direction of all floors and all heights by opening door bend , clearing the deposited obstacles including rodding and refixing the doors with new rubber washer and jointing the same job includes replacing door covers bolts and nuts wherever required to arrest the leakage all as per directions of Engineer-In-Charge(opening of each door bend and removal of blockages including above operations will be measured as one job.)
3
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Cleaning of terrace / canopy/ chajjas by removing leaves grass dust, rubbish and other deposited / accumulated materials etc including removal of blockages/chockages of khurras/spouts of terrace/chajjas etc and disposal of rubbish to the dumping ground out side periphery of the building. (plan area of the terrace/chajja/canopy will be measured for payment)
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Terrace area connected to blocked khurras and spouts & like.
500
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Chajjas area connected to blocked spouts & like
20
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Cleaning of Under ground water storage tank or sump or over head tank of any capacity by following method: (1) Empty the tank/sump and make it to near dry, (2) Apply bleaching powder uniformly ( tank capacity @ 0.50gms/liter) surface of inside the tank/sump perfectly by removing scales on walls and wait for one hour (3) after one hour clean/rinse at the tank/sump with fresh water ,repeat the above process , (2) and (3) for two to three times , (4) remove the mud/silt/sludge and garbage from the tank with specified sludge pump, (5) spraying anti bacteria agents on walls to kill harmfull bacteria. Rate includes for all above operations including the equipment and material required for cleaning all complete as directed by the Engineer-in-charge.
100000
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a)Liquid capacity of water tanks of any capacity in litres is measured for payment
-
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Cleaning of exisitng sewer lines, manholes etc. Cost includes all labour for removing the silt, slush, waste etc. and rodding the sewer lines and manholes by mobile sewer rodding equipment/manually from manhole to manhole to clear the blockage, chokages etc for proper functioning of sewer lines( The payment shall be made for removal of blockages in between manhole to manhole as one job with all above operations.)
5
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Providing and fixing Pre-cast gully trap cover of INDO/KITTO make or equivalent of 25mm thickness of size 300 x 300 mm or of required size as per requirement for existing gully trap with necessary repairs etc all complete as per the directions of Engineer-In-Charge
5
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Repairs to pvc flush tank with replacing the lever or handle wherever required but without changing the syphon set including cleaning the durt, scales, adjustment in the flush mechanism etc, complete. Repairing as above for each tank is measured for payment.
5
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Cleaning of Nahani trap / floor trap for removal of blockages including removing the silt , slush,, waste etc ensuring smooth flow etc., and applying white cement in tile joints of bath/WC flooring around the trap wherever required to arrest the leakage. (Cleaning of trap is measured as one job)
5
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Cleaning of existing Gully chamber for removal of blockages including removing the silt , slush,, waste etc and rodding the sewer lines and nearest manholes by manually to clear the blockage, chokages etc for proper functioning of sewer line sensuring smooth flow etc. (Cleaning as above for each gully trap chamber is measured as one job)
5
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Providing and fixing MS clamps with flat 20 x 3 mm to existing C.I./PVC pipeline of diameter 75mm to 100mm with necessary screws, nails including wooden plug and as per the directions of Engineer-in-charge. (each clamp with wooden plug is measured for payment)
5
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Charges for arranging carpenter / plumber/Mason along with helper whereever required for attending minor repair works in the compound etc., complete as directed by the Engineer-in-charge. (The required fittings & fixtures exept screws/nails, drilling etc.shall be paid separately and measured for each half day)
5
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Replacing existing damaged sanitary pipes by providing UPVC SWR soil waste and vent pipes by cutting, removing, replacing with working pressure 6kgf/sq.cm conforming to IS : 13592 Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 and with solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant. (i)Single socketed pipe(couplings,other accesories will be paid seperately)
-
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110mm diametre
5
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75mm diametre
5
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Replacing existing on wall face damaged unplasticised - PVC moulded fittings/ accessories with new fittings/accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A including cutting,replacing,jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.
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Coupler
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110mm
1
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75mm
1
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Plain bend of required degree
-
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110mm bend
1
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75mm bend
1
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Tee with door
-
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110X110X110
1
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75X75X75
1
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Door bend
-
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110mm
1
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75mm
1
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Providing and fixing unplasticised -PVC pipe clips of approved design for fixing of unplasticised - PVC pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting chases in brick work, fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall with rich cement plaster etc. complete.
-
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110mm
2
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75mm
2
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Pointing of tile joints with poly sulphide/white cement up to 2mm depth by removing existing damaged/loosened white cement from joints to arrest leakage as directed by engineer in charge(Area of tiled flooring/ dadoo where above operations are made is measured for payment)
5
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Carting out of building rubbish / malba / similar unserviceable, dismantled, excavated or waste materials by mechanical means,through private carrier including lifting, loading, transporting, unloading to municipal dumping ground beyond 50 m initial lead,or in any other compound as decided by the Engineer-in-charge, for all leads including all lifts involved.
10
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Removing of existing PVC waer storage tanks by removing existing GI connection, float valve, including repairing of the tanks and refixing the same on the base with all the GI connections, float valve and other accessories etc all complete as per the directions of Engineer-In-Charge.
1
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Cleaning of existing Type-II or Type-III/IV/V staff quarter at all heights by removal of cob web, pigeon droppings, debris, unwanted, un serviceable abandoned material etc from all the rooms, dusting of walls, windows, doors, cubboards etc, washing the flooring of all rooms with detergent, washing the flooring and dado of toilets and bath room with the acid etc.,making them into useable/liveable conditions complete etc for immediate occupation of quarter as directed by Engineer-in-charge.Each quarter cleaning is measured as one job.
-
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a)T-III Qtr
1
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