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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹11.7 L+₹9,857.55 (0.85%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹12.5 L+₹87,067.04 (7.50%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹13.4 L+₹1.8 L (15.3%)Rejected-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | 4 | Rejected-AOC L4 | |
| 5 | 5₹13.6 L+₹2.0 L (16.9%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹13.4 L
EMD Value
₹20,100
Closing Date
29 Oct 2021, 5:00 pmClosed
Assistant Engineer
LID and EW Section, Aralam Grama Panchayat
Compound wall, retaining wall, interlocking
2021_LSGD_446676_1
AE/GP/43/2021-22
Open Tender
Civil Works - Highways
Item Rate
270 days
Aralam Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹20,100
Yes
22 Jan 2022
22 Oct 2021
3 Nov 2021
22 Oct 2021
29 Oct 2021
22 Oct 2021
Amount
Gate and compound wall
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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.1.3 : 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)
9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
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
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 foundations 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.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.
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
od1384526/2021_2022 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
od1384527/2021_2022 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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)
Siju M
Marzooque K
JOY KURIAN
MOHAMMED RASHID
Bidder Name
MATHAI VD
Siju M
MOHAMMED RASHID
JOY KURIAN
Marzooque K
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