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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC NOT AVAILABLE | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹7.6 L+₹4,365.20 (0.58%)Rejected-AOC KARAPARAMBIL PERUMPILLY | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC SECOND | |
| 3 | L3₹7.6 L+₹5,632.45 (0.74%)Rejected-Finance | L3 | Rejected-Finance THIRD LOWEST | |
| 4 | L4₹7.9 L+₹28,238.31 (3.72%)Rejected-Finance MANAYIL HOUSE MULANTHURUTHY ERANAKULAM KERALA KL | ERNAKULAM | KERALA | 680667 | L4 | Rejected-Finance FOURTH LOWEST |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
16 Dec 2024, 4:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT EXE.ENGINEER LID AND EW SUBDIVISION MULANTHURUTHY
Annual Plan-MULANTHURUTHY BP 2024- 25-RENNOVATION OF BUILDING FOR CHC MULANTHURUTHY
2024_LSGD_713362_5
04/MLTY/AE/LSGD/2024-25
Open Tender
Civil Works - Others
Item Rate
365 days
Mulanthuruthy
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,186
Yes
7 Feb 2025
6 Dec 2024
18 Dec 2024
6 Dec 2024
16 Dec 2024
6 Dec 2024
6 Dec 2024 - 16 Dec 2024
Amount
RENNOVATION
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)
5.22.6: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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
OD244794/2024-2025:Engaging man mazdoor for shifting ,disposal of unserviceable material or repair of unserviceable material to make them serviceable as per the direction of Engineer-in Charge including all necessary arrangements
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
50.10.1:Steel work in built up G I 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
OD247586/2024-2025:Modified 13.52.1,Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications excluding appropriate priming coat, preparation of surface, etc. complete.On steel work
OD247587/2024-2025:Providing and laying of interlocking concrete block pavements having thickness 60/80mm DEPARTMENTAL PAVER BLOCKS laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. complete as per the direction of Engineer-in-Charge.
11.49.2:Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tiles 600x600 mm
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ).
21.6:Providing and fixing 6 mm dia. G I level adjusting hangers ( upto 1200 mm length), fixed to roof slabs by means of ceiling cleats made out of G.I flat 40x3 mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-Charge.
50.12.4.2:Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately)
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
OD291823/2024-2025:Providing and laying 80mm 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 50mm thick compacted bed of 6mm metal,filling the joints with coarse 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)
K T THOMAS (BID ID -2020830)
ARUN PAUL VAKKANAL (BID ID -2020805)
M K SOMAN (BID ID -2019341)
Bidder Name
M K SOMAN
MANOJKUMAR M R
K T THOMAS
ARUN PAUL VAKKANAL
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1123652.pdf
boq_comp_chart.xlsx
xlsx
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