Bharat Sanchar Nigam Limited Tender

View complete overview of Lakshadweep BSNL Tender

Bharat Sanchar Nigam Limited - BSNL Tender

Works
Eprocure
Opening Date20 Mar 2021
Closing Date29 Mar 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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30 mm thick

10

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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

10

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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

20

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Renewing glass panes, with wooden fillets wherever necessary:

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Float glass panes of thickness 4 mm .(weight not less than 10kg/sqm)

3

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Providing and fixing 0.46mm thick Gauge Aluminium Trafford sheet with necessary GI J or L hooks, bolts and nuts 4mm diameter with bitumen Limpet washers or with GI Limpet washers filled with white lead or with self drilling screws etc. complete as per the direction of Engineer in charge.

55

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

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Hot finished welded type tubes

100

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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

20

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the materials with in 50 metres lead of Asbestos sheet

45

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Credit the value of the dismantled AC sheets to the contractor.

15

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Easening of wooden glassed window/ventilator shutters of area up to 1 sqm including necessary repairs to styles, renewing the fillets and providing necessary hooks if found necessary etc. complete.

12

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Removing the damaged RCC roof slab projection of size up to 4metre x2metre and thickness up to 150mm at height up to 5.00m from Ground level by carefully cutting manually/ by mechanical means without causing damage to the abutting structure including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

8

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Cutting and Removing the damaged RCC fins of size up to 80mm thick hanging from RCC roof slab up to 600 mm depth and length up to 5.00 metre by carefully cutting manually/ by mechanical means without causing damage to the abutting structure including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

5

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

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Old work (Two or more coats applied @ 1.43 litre/ 10 sqm. over existing cement paint surface

200

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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.

2

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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.

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Bars upto 12 mm diameter

10

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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.

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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.

5

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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

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25 mm average thickness in 2 layers.

5

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Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (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)

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in 1:1:2 (1cement:1 coarse sand(Zone-III):2 graded stone aggregate of 10mm nominal size ) with cement content not less than 330 kg per cum

0.5

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Centering and shuttering including strutting, propping etc. and removal of form for :

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

5

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

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Thermo-Mechanically Treated bars of grade Fe-500D or more

25

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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

1

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Labour for Lifting and placing PVC rain water collection tank of capacity 5000litres over already constructed concrete platform on ground including making necessary water inlet and supply connection etc. complete as per the direction of Engineer in charge.

4

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Providing and fixing PVC pipes of pressure class of 10 Kg/Sq.cm complete fittings and clamps including cutting and making good the walls etc. complete (internal work).

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50 mm outer dia

4

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25 mm outer dia

5

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Providing and fixing PVC ball valve complete of dia 50mm for unplasticised rigid PVC pipes including jointing with solvent cement etc. complete.

4

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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. A)Single socketed pipes

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110mm

10

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Providing and fixing unplasticised PVC moulded fittings/accessories for unplasticised rigid PVC pipes including jointing with solvent cement etc. complete. A)Plain bend

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110 mm

10

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Providing and fixing brass bib cock of approved quality :

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15 mm nominal bore

4

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Providing and fixing PVC ball valve complete of dia 110mm for unplasticised rigid PVC pipes including jointing with solvent cement etc. complete.

2

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Supplying and filling filter media inside the available rain water filter unit of size up to 1mx1mx1m , filter media comprising of layers of round gravel charcoal sand and fine gravel etc. complete as directed by the Engineer in charge.

1

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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) : 4 graded stone aggregate 20 mm nominal size)

0.5

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