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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.5 LAccepted-Finance | 1 | Accepted-Finance ACCEPT | |
| 2 | 2₹5.6 L+₹17,608 (3.22%)Accepted-Finance | 2 | Accepted-Finance ACCEPT |
Tender Value
₹5.3 L
EMD Value
₹10,660
Closing Date
28 Nov 2024, 6:00 pmClosed
Executive Engineer Civil
BSNL Civil Division Room No 212 Second Floor BSNL PGM Office Building Bharathi Park Road 2 Coimbatore 641043
Attending repairs in the damaged window sunshades,fins in north side and painting of north east and west sides of PGM office building mettupalayam road coimbatore
2024_BSNL_215148_1
029/BSNL/CD/CBE/24-25
Open Tender
Civil Works
Item Rate
90 days
PGMOFFICE
As per Tender Document
4 documents required · 4 mandatory
₹590
Yes
AO CASH BSNL COIMBATORE
₹10,660
Yes
3 Dec 2024
19 Nov 2024
30 Nov 2024
19 Nov 2024
28 Nov 2024
20 Nov 2024
Amount
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)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
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 :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :
4.0 mm thick glass panes.
6 mm cement plaster of mix :
1:3 (1 cement: 3 fine sand)
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
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 sum)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work.
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.
With cement mortar 1:4 (1 cement : 4 fine sand).
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 Engineerin-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).
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.
Disposal 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.
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/Sqmm.a) 25 mm average thickness in 2 layers.
DANI ENGINEERS (BID ID -773608)
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