Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Dec 2024
Closing DateCancelled
Tender Amount₹ 4,63,805
Costs
EMD
₹ 9,271Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BSNL_218974_1Tender No
82/CD-II/BSNL/Kol/2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://bsnl.co.in
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Documents
NIT for the work Widening of main gate of TP-I/Store (Sec-V RSU) Building compound, Sector-V Salt Lake
NIT for the work Widening of main gate of TP-I/Store (Sec-V RSU) Building compound, Sector-V Salt Lake
BOQ Items
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.
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
2
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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
400
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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.
-
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All kinds of soil.
4
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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.
2
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
2
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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)
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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-
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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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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.3
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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 :
-
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.5
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-
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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
3
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
5
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Columns, Pillars, Piers, Abutments, Posts and Struts
12
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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.
270
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
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Cement mortar 1:6 (1 cement : 6 coarse sand)
1
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
1
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Welding by gas or electric plant including transportation of plant at site etc. complete.
50
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1100
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12 mm cement plaster of mix :
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1:6 (1 cement: 6 fine sand)
25
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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)
25
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
-
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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
30
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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.
40
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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 direction of Engineer-in-harge.
-
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With cement mortar 1:4 (1 cement : 4 fine sand).
20
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Supply of Shoe for MS gate for repairing hinge/support system arrangemet with 50x50 square bar as per direction of the Engineer-in-charge.
2
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Temporary arrangement for closing the gate opening during repairs to the gate shutters upto 2.0m height barrier with bamboo posts and bracings @1.0m C/C both horizontal and vertical direction and closing the openig with Corrugated Galvanised Iron sheet or equivalent to arrest any entry through the opening till opening the gate after repairing or opening the gate for use i.e approximately for 10 days as per direction of the Engineer-in-Charge. ( a) For opening size of gate above 4.0m
1
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Removal 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.
5
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Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
6
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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
25
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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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50 mm average thickness in 3 layers.
10
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Credit value for dismantled unserviceable/ serviceable departmental materials:
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Iron/Steel materials (Flat, Angle, Tee, Channel, Joist, Plate, Sheet, Reinforcement etc.)
300
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