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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.9 LAccepted-Finance | ₹11.9 L | 1 | Accepted-Finance L1 |
| 2 | 2₹12.1 L+₹23,585 (1.98%)Accepted-Finance | ₹12.1 L+₹23,585 (1.98%) | 2 | Accepted-Finance L2 |
| 3 | 3₹13.1 L+₹1.2 L (10.1%)Accepted-Finance | ₹13.1 L+₹1.2 L (10.1%) | 3 | Accepted-Finance L3 |
| 4 | 4₹13.9 L+₹2.0 L (17.1%)Accepted-Finance | ₹13.9 L+₹2.0 L (17.1%) | 4 | Accepted-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Rejected as the said bidder failed to submit the EMD and mandatory documents physically in the tender box |
Tender Value
₹16.6 L
EMD Value
₹33,267
Closing Date
30 Jul 2024, 3:00 pmClosed
EE, PBND, APWD, Port Blair
EE, PBND, APWD, Port Blair
Construction of security type compound wall by raising existing compound wall including provision for stainless steel concertina coil fencing for working women hostel at Phongychang
2024_APWD_14783_1
NIT No. 23/EE/PBND/2024-25
Open Tender
Civil Works - Others
Item Rate
90 days
Port Blair
Please refer tender documents
4 documents required · 4 mandatory
₹0
₹33,267
2 Aug 2024
10 Jul 2024
31 Jul 2024
10 Jul 2024
30 Jul 2024
12 Jul 2024
10 Jul 2024 - 29 Jul 2024
Amount
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.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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 :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, 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 size derived from natural sources)
Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete.
Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
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-Charge.
With cement mortar 1:4 (1 cement : 4 fine sand)
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
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Finishing walls with Acrylic Smooth exterior paint of required shade:
Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old work
Providing and laying hollow cement concrete block walling 200mm thick consisting hollow block of size 400 x 200x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand)
Upto floor five level
INBA CONSTRUCTION
M/S THAKUR TRADERS AND ENGINEERS
A TAMIL SELVAN
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
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