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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₹31.9 LAccepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM/022/25-26 | |
| 2 | 2₹32.3 L+₹35,298 (1.11%)Rejected-Finance ARABBAL HOUSE EDAPPAL PO MALAPPURAM 679576 | MALAPPURAM | KERALA | 679576 | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | - | Rejected-Technical L3 |
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
10 Apr 2025, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2022-23, 2024-25), Manjeri LAC, Work Proposed By Hon. MLA Adv. U A LATHEEF (ID 17071, 22433) -Construction of the building for the Higher Secondary Section at Manjeri GBHSS School in Manjeri Municipality-General Civil Work
2025_LSGD_757189_10
DB1/TN/EE/02/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
CIVIL STATION MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
6 Jun 2025
3 Apr 2025
15 Apr 2025
3 Apr 2025
10 Apr 2025
3 Apr 2025
Amount
Building
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)
OD391090/2024-2025:Demolishing laterite masonry 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
15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 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
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 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
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
Ummer KP (BID ID -2194372)
MKSContractingCompanyIndiaPvtLtd (BID ID -2193453)
Bidder Name
MKSContractingCompanyIndiaPvtLtd
Ummer KP
AHAMMED SHIHAD UT
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1230106.pdf
boq_comp_chart.xlsx
xlsx
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