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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.7 L+₹1,215.88 (0.26%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹5.1 L+₹44,250.01 (9.52%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹5.4 L+₹74,926.94 (16.1%)Rejected-Finance A V HOUSE RAMAPURAM P O MALAPPURAM 679321 | RAMAPURAM | MALAPPURAM | KERALA | 679321 | 4 | Rejected-Finance L4 | |
| 5 | 5₹5.5 L+₹85,941.87 (18.5%)Rejected-Finance | 5 | Rejected-Finance L5 |
Tender Value
₹5.5 L
EMD Value
₹13,770
Closing Date
4 Feb 2023, 6:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer LSGD Sub division Mankada BP, Ramapuram
RETENDER Annual Plan-2022-23 Mankada BP_ Construction of Gallery and Entrance gate in Block panchayth Mini stadium -Project No. 158-23
2023_LSGD_546675_19
TN2/AEE/LSGD/MKD/22-23
Open Tender
Civil Works - Buildings
Item Rate
270 days
Mankada BP malppuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,215
Yes
₹13,770
Yes
18 Apr 2023
28 Jan 2023
8 Feb 2023
28 Jan 2023
4 Feb 2023
28 Jan 2023
28 Jan 2023 - 4 Feb 2023
Amount
Gallery construction RCC
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
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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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.
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.82.1:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.One coat
Entrance gate
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)
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 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
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
13.71:Lettering with black Japan pint of approved brand and manufacture
ANAS K.P.
VIJESH T.
ABDULLA A.K.
NOUFEL
Bidder Name
ABDULLA A.K.
VIJESH T.
Perinthalmanna Scheduled Caste Service Co operative Society Ltd
ANAS K.P.
NOUFEL
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