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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.5 LAccepted-AOC NATTIKA GRAMA PANCHAYATH THALIKKULAM BLOCK PANCHAYATH | THRISSUR | THRISSUR | KERALA | 1 | Accepted-AOC Lowest bidder | |
| 2 | 2₹12.0 L+₹54,389.21 (4.73%)Rejected-AOC | 2 | Rejected-AOC second lowest bidder |
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
1 Jan 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer LID and EW Section Nattika GP
Annual Plan-NATTIKA GP 2024-25, PROJECT NO.31/25, JUBILEE MANTHIRAM-31/25-General Civil Work
2024_LSGD_718996_1
ET4/AE/LID and EW/NTK/TR24-25
Open Tender
Civil Works - Others
Item Rate
180 days
Nattika GP
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹31,770
Yes
3 Mar 2025
23 Dec 2024
3 Jan 2025
23 Dec 2024
1 Jan 2025
23 Dec 2024
Amount
jubilee manthiram
16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
OD339350/2024-2025: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 6 mm metal 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)
15.7.4: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.In cement mortar
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
OD332831/2024-2025:Engaging man coolies for different types of works
2.8.1: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.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)
OD332912/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(modified 60.7.1)
OD332913/2024-2025:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.22.6: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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 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
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD332137/2024-2025:Supplying and fixing at site Aluminium Composite Panels (ACP) of approved make and colour certified for exterior applications, 4mm thickness with 28 to 30mm microns PVDF coating confirming to ASTM standard with top aluminium skin of 0.25mm and with a bottom aluminium skin of 0.25mm with service coating of polyester paint, laminated to a centre core of 2.5mm single recycled low density polyethylene material. The panels shall be cut to sizes of required grid dimensions(minimum grid size 450*450 mm) with the site condition. The panel shall be fixed on pre-fabricated frame work using 38mm*25mm*1mm thick Aluminium extruded sections of approved make joined with standard cleats and fasteners. The gaps formed between the panels shall be sealed with silicone sealant, Hinges for openings shall provide separately if needed. The rate inclusive of cost and conveyance of all materials labour for erection, hire charges of scaffolding etc. complete.
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 ).
50.10.2:Steel work for purlin/single section with G I pipes 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
OD334425/2024-2025:Providing and laying Ceramic Antiskid floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
OD336587/2024-2025:Supplying and fixing in position stainless-steel letters in Malayalam/ English of size 35 to 45 cm as per design including cost of all fitting etc. (cost of board and frame work shall be paid separately)
Harish Kumar A (BID ID -2042473)
Bidder Name
Harish Kumar A
Lalu.P.R
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1137019.pdf
boq_comp_chart.xlsx
xlsx
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