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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.3 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹4.4 L+₹10,702.48 (2.48%)Rejected-AOC MUDIYAKKAL BEKAL PO KASARAGOD | 2 | Rejected-AOC ABOVE | |
| 3 | 3₹4.4 L+₹10,869.71 (2.52%)Rejected-AOC | 3 | Rejected-AOC ABOVE | |
| 4 | 4₹4.5 L+₹21,052.49 (4.87%)Rejected-AOC | 4 | Rejected-AOC ABOVE | |
| 5 | 5₹4.6 L+₹25,967.69 (6.01%)Rejected-AOC | 5 | Rejected-AOC ABOVE |
Tender Value
₹5.5 L
EMD Value
₹8,306
Closing Date
4 Aug 2021, 5:00 pmClosed
AE LSGD
Office of the asst engineer lsgd section pallikara gp
Pro.No.156 Parayanganam Palli junction - Puzhakkara Kadavath Road Improvement In Pallikara Gp
2021_LSGD_431764_1
02/2021-22/AE/LSGD/PALLIKARA
Open Tender
Civil Works - Roads
Item Rate
180 days
Pallikara Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,251
₹8,306
13 Oct 2021
26 Jul 2021
9 Aug 2021
26 Jul 2021
4 Aug 2021
26 Jul 2021
Amount
Road concrete
3.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Name board
od1168175/2021_2022 : Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete.
13.71 : Lettering with black Japan pint of approved brand and manufacture
k a abdulla
ABDULLA SUNAIFE C A
VIJAYAN T
SHAFEEQ C.A
Bhovas Alias Chandrabose
SUKESH M
MOHAMMED SALIH S M
ABDUL RAHIMAN K A
KM NOUSHAD
Bidder Name
KM NOUSHAD
SHAFEEQ C.A
M A ASHRAF
k a abdulla
Bhovas Alias Chandrabose
ABDULLA SUNAIFE C A
MOHAMMED SALIH S M
SUKESH M
ABDUL RAHIMAN K A
VIJAYAN T
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_612963.pdf
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