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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC KERALA KL | IDUKKI | KERALA | 685533 | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.9 L+₹2,020 (0.29%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical CP HOUSE ALATHODI PERUVALATHUPARAMBA IRIKKUR | IRIKKUR | KANNUR | KERALA | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical K P ABOOBACKER SREEKANDAPURAM MUNICIPALITY SREEKANDAPURAM P D JOSEPH | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
Refer Docs
EMD Value
₹24,949
Closing Date
30 Nov 2023, 5:00 pmClosed
Asistant Engineer
LSGD Sub division Irikkur Block
compound wall
2023_LSGD_623803_4
DB/TEN/02/22-23
Open Tender
Civil Works - Others
Item Rate
Irikkur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,205
Yes
₹24,949
Yes
8 May 2024
21 Nov 2023
2 Dec 2023
21 Nov 2023
30 Nov 2023
21 Nov 2023
Amount
Construction of compound wall and 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
2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
OD156815/2023-2024: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
4.1.8: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)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
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
5.1.3: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)
5.2.2: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)
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.
5.22.6: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
OD143910/2023-2024:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
7.23.2.5:Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade:(To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone - Exposed face machine cut and table rubbed- with rough backing.30 mm thick
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
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)
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
16.21:Engraving letters in hard stone
13.71:Lettering with black Japan pint of approved brand and manufacture
SCARIA MANICKHATHAN
K P ABOOBACKER
M D SAJI
JALEEL. C.P.
Bidder Name
SCARIA MANICKHATHAN
K P ABOOBACKER
JALEEL. C.P.
M D SAJI
NIZAR MV
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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