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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L5₹18.3 L+₹69,950 (3.97%)Accepted-AOC CHEKKAKONAM P O THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | L5 | Accepted-AOC Lobour contract society | |
| 2 | L1₹17.6 LRejected-Finance | L1 | Rejected-Finance L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical 8th lowest | |
| 4 | Rejected-Technical KERALA KL | ALAPPUZHA | KERALA | 688548 | - | Rejected-Technical 2nd Lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical 9th Lowest |
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
20 Nov 2024, 5:00 pmClosed
Assistant Executive Engineer
O/o the AEE,LSGD Sub Division, Vamanapuram B.P, Venjaramoodu P.O, Thiruvananthapuram (dist) Pin 695607
MP-LADS-2024-2025- Work proposed by Sri. A.A. Rahim MP(RS) - Construction of Auditorium at Govt Girls Higher Secondary School Mithirmala, Kallara GP-Kallara GPGeneral Civil Work
2024_LSGD_704394_1
MP LADS/03/25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Venjaramoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Dec 2024
11 Nov 2024
22 Nov 2024
11 Nov 2024
20 Nov 2024
11 Nov 2024
Amount
Auditorium
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
10.20:Providing and fixing bolts including nuts and washers complete.
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
13.46.1: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 @ 2.20 kg/10 sqm)
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD47211/2024-2025:Supplying and fixing110mm UPVC rain water gutter section including fitting with32mmx6mm ms flat supportersat 1mintervel etc complete
OD46897/2024-2025:Supplying and fixing granite name board 75*50cm size on a brick wall with engraving letters as per direction of Deptl engineers
Aji (BID ID -1983100)
MAYFAIR J M (BID ID -1979653)
Snehalal k (BID ID -1983303)
AZHICODE LABOUR CONTRACT CO-OPERATIVE SOCIETY T 1544 (BID ID -1980834)
STEPHEN JOHNSON (BID ID -1980990)
SHAN S (BID ID -1982554)
AJAY KRISHNA P S (BID ID -1982737)
Jayakumar N (BID ID -1980973)
Bidder Name
STEPHEN JOHNSON
Jayakumar N
AZHICODE LABOUR CONTRACT CO-OPERATIVE SOCIETY T 1544
Snehalal k
MAYFAIR J M
shibu shivadasan
AJAY KRISHNA P S
SHAN S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1101583.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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