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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.2 LAccepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM/056/24-25 | |
| 2 | 2₹35.5 L+₹1.3 L (3.81%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical ELIKKATTIL HOUSE KUTTIN POST MALAPPURAM 676324 | MALAPPURAM | MALAPPURAM | KERALA | 676324 | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | - | Rejected-Technical L7 |
Tender Value
₹42.0 L
EMD Value
₹50,000
Closing Date
20 Jan 2025, 6:55 pmClosed
EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2023-24), Mankada LAC, Work Proposed By Hon. MLA Shri. MANJALAMKUZHI ALI (ID 18670) -Construction of new building in GHSS Cheriyam - Mankada-General Civil Work
2025_LSGD_724925_6
DB1/TN/EE/22/24-25
Open Tender
Civil Works - Buildings
Item Rate
540 days
CIVIL STATION MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
4 Mar 2025
13 Jan 2025
22 Jan 2025
13 Jan 2025
20 Jan 2025
13 Jan 2025
Amount
School construction
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)
5.1.2: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 :3 graded stone aggregate 20 mm nominal size
OD378266/2024-2025:(OD 60.7.1)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
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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
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)
5.3: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.
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
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
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
OD380068/2023-2024:Supplying and fixing pressed steel DOOR of standard pattern with frames as per profile of IS4351 sections 105x60 mm using 18G(1.2mm thick CR CA sheet/ GI sheet and shutters made of section 75x30 cm outer styles and horizontal members and then inserted with enclosed and stiffened as per specification including all fittings such as tower bolt etc. complete
OD380087/2023-2024: Supplying and fixing pressed steel window and Ventilators of standard pattern with frames as per profile of sections 82x62mm embossed sheet shutter 50x20 mm special channel shutter,12mm dia rod 25*5mm flat with 75 mm SS hings 50mm SS hook ,125mm SS stay and handle for windows with section 105x60mm using 16G sheet and shutter made of sections 75x30cm outer styles and horizontal members and then inserted with stiffened sheet 26CR with Zincromat primer
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
OD380035/2023-2024:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering & fixing.
LIVSMART BUILDERS LLP (BID ID -2069488)
MANZOOR BABU (BID ID -2067529)
Fazil Ahammed P (BID ID -2066944)
Muhammed Musthafa M (BID ID -2068145)
Ramakrishnan k (BID ID -2069309)
MKSContractingCompanyIndiaPvtLtd (BID ID -2068530)
Bidder Name
MKSContractingCompanyIndiaPvtLtd
Ramakrishnan k
MANZOOR BABU
Muhammed Musthafa M
S3 CONSTRUCTIONS
Fazil Ahammed P
LIVSMART BUILDERS LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1153634.pdf
boq_comp_chart.xlsx
xlsx
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