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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V KARTHIK L1 |
|---|---|---|---|---|
| 1.00 | 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. | 350 | One Square Meter | 19.5 ₹6,825 Lowest |
| 2.00Cutting branches of trees along side the building at all heights (Upto 10.00 M) including necessary ropes, cutting tools, ladder etc. and clearing the site etc. complete as per the direction of Engineer in charge. | ||||
| 2.01 | Beyond 30 cm girth upto and including 60 cm girth | 5 | Each | 2,210 ₹11,050 Lowest |
| 3.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish dumping ground within 50m lead excluding the cost of scaffolding. | 5 | One Square Meter | 60 ₹300 Lowest |
| 4.00 | Demolishing RCC work including stacking of steel bars and disposal of unserviceable material within 50 metres lead: | 0.5 | One Cubic Meter | 3,930 ₹1,965 Lowest |
| 5.00Demolishing 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. | ||||
| 5.01 | In cement mortar | 1 | One Cubic Meter | 2,280 ₹2,280 Lowest |
| 6.00 | Removing weeds grown on walls/terrace along with roots,cleaning the spot and pouring the dilute acid so that weed should not grow in future with necessery ladder,ropeand wooden plank arrangement etc all complete as directed by the Engineer in charge. | 15 | Each | 2,210 ₹33,150 Lowest |
| 7.00Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : | ||||
| 7.01 | 100 mm diameter | 34 | One Running Meter | 98 ₹3,332 Lowest |
Tender Value
₹2.9 L
EMD Value
₹5,763
Closing Date
22 Aug 2025, 6:00 pmClosed
The Executive Engineer Civil Tender KTK Circle
Room No 324 3rd Floor CGMT Doorasamparka Bhavana No1 Swamy Vivekananda Road Bengaluru 560008
Repairs and maintenance to Staff Quarters at D. U. Layout at DAVANAGERE.
2025_BSNL_243746_1
12/NIT/BSNL/CD/HBL/2025-26
Open Tender
Civil Works - Buildings
Item Rate
60 days
Davanagere
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Accounts officer (Cash), BSNL HUBBALLI
₹5,763
26 Aug 2025
2 Aug 2025
25 Aug 2025
4 Aug 2025
22 Aug 2025
4 Aug 2025
4 Aug 2025 - 21 Aug 2025
Amount
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.
Cutting branches of trees along side the building at all heights (Upto 10.00 M) including necessary ropes, cutting tools, ladder etc. and clearing the site etc. complete as per the direction of Engineer in charge.
Beyond 30 cm girth upto and including 60 cm girth
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish dumping ground within 50m lead excluding the cost of scaffolding.
Demolishing RCC work including stacking of steel bars and disposal of unserviceable material within 50 metres lead:
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.
In cement mortar
Removing weeds grown on walls/terrace along with roots,cleaning the spot and pouring the dilute acid so that weed should not grow in future with necessery ladder,ropeand wooden plank arrangement etc all complete as directed by the Engineer in charge.
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :
100 mm diameter
Cleaning Man Holes of all depths including using boning rod, removing sludge,waste material and disposin off the same beyond the quarters premises etc all complete as directed by the engineer in charge a) 90 Cm x 80 cm manhole
Cleaning chokage of drainage line including using of boning rod ,removing of waste material, and disposal of the same beyond the qtrs premises etc all complete as directed by the Engineer in charge.
Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :
75 to 80 mm dia pipe.
100 mm dia pipe
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
15 mm to 40 mm nominal bore
Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
Credit for old SCI / CI/ GI pipes obtained from dismantling and cleaning the site complete.
Credit for old CI/PVC flushing cistern obtained from dismantling and cleaning the site complete.
Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
(iii) Chlorination of RCC internal surface by liquid chlorine.
(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
Cleaning terrace / Chajjas at all levels by removing dust (dirt), debris if any and disposing the same beyond the TE premises all complete as per direction of Engineer - in - charge (The item includes removal of weeds grown on terrace and also all incidental laboures, materials, tools and plants etc., and nothing extra shall be paid on any account)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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)
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 :
Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry 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.
Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:6 (1 cement: 6 fine sand)
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.
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
50mm average thickness
25mm average thickness
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
Bars upto 12 mm diameter
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
12 mm average thickness. -
25 mm average thickness in 2 layers.
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for 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.
Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.50 Sq.meter and under including cutting the raking out joints and prepring and plastering the walls complete,including disposal of rubbish to the dumping ground within 50 meters lead.excluding the cost of schaffolding
With cement mortar 1:4 (1 cement : 4 fine sand)
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty
Float glass panes of thickness 4 mm (weight not less than 10kg/sqm)
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
15 mm nominal outer dia. pipes.
20 mm nominal outer dia. pipes.
40 mm nominal outer dia. Pipes.
Providing and fixing PTMT bib cock of approved quality and colour.
15 mm nominal bore, 90 mm long, weighing not less than 93 gms
Providing and fixing PTMT stop cock of approved quality and colour
15 mm nominal bore, 86 mm long, weighing not less than 88 gms
Providing and fixing PTMT pillar cock of approved quality and colour .
15mm nominal bore, 125 mm long. Weighing not less than 120 gms.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Semi rigid pipe
32 mm dia
Providing and fixing PTMT grating of approved quality and colour.
Circular type.
100 mm nominal dia.
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.
15 mm nominal bore with 45 cm length.
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.
10 litre capacity - White
Providing and applying non shrink high strength powder crack filler of Dr.Fixit crack powder after opening the crack by grinder to ascertain its actual width and depth after making the surface free from oil,dust and grease.Dr.Fixit crack X powder to be applied in paste form by adding clean water in proportion as specified by manufacturer and then press into the crack by using a spatulla or putty knife etc. all complete as per direction of Engineer in charge. (The work is to be carried out at all heights including necessary scaffolding, zoola etc.)
Repairs to wooden doors / Windows including removing and refixing with necessary plannoing, chiseling and provoding S.S. angles at corners for proper fitting, providing hinges as required etc. complete and as directed by the Engineer in charge.
Supplying and stacking moorum at site.
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.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
40 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
20 mm nominal bore
25 mm nominal bore
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:
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
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 :
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 :
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.
Twin rubber stopper
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
For pipes 100 to 250 mm diameter
Providing fixing and jointing Underground drainage pipe of 'ASHIRWAD' make ( FOAMCORE PVC-U pipes SN4 SDR-41) with fiftings and jointed with pushfit system comprising of 2 layer rubber ring as a seal including with testing of joints etc complete as per direction of Engineer-in-charge.
110 mm diameter
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
110 mm diameter
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,
Single socketted pipes
75 mm diameter
100 mm diameter
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.
75 mm bend
100 mm bend
150 mm bend
Single Tee with door
75 mm bend
100 mm bend
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.
All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes cables etc., exceeding 80 mm dia, but not exceeding 300m dia
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @1.67 Ltr/10 Sqm over and including priming coat of exterior primer applied @0.90 Litre / 10 Sqm
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