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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.6 L+₹42,076.40 (3.44%)Rejected-Finance KERALA KL | MALAPPURAM | KERALA | 670612 | L2 | Rejected-Finance L2 |
Tender Value
₹13.3 L
EMD Value
₹33,230
Closing Date
2 Nov 2020, 6:00 pmClosed
THE SUPERINTENDING ENGINEER
THE SUPERINTENDING ENGINEER KOLLAM CORPORATION PIN691001
Project No129/20 Central Zone2Uliyakovil East(16)-By-Lane Interlocking in Sreebadra Nagar Sneha Nagar Nithyaparabha Nagar
2020_LSGD_392247_1
129/2020
Open Tender
Civil Works - Roads
Item Rate
120 days
kollam corporation
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
online
₹33,230
Yes
8 Feb 2021
21 Oct 2020
4 Nov 2020
21 Oct 2020
2 Nov 2020
21 Oct 2020
Amount
Lane interlocking
od732870/2020_2021 : Filling up low lying and water logged areas with local material/quarry muck, spreading in layer, leveling the top at site and consolidation by ramming, etc complete
2.4.1.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - <br> Cement Concrete Grade M-15 & M-20. - By Manual Means
od913805/2020_2021 : 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.
3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
4.1.B.1 : Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place Method
od723352/2020_2021 : Supplying and laying interlocking tile 60mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
od723353/2020_2021 : Providing concrete for plain cement concrete PCC grade M20 nominal mix 1:2:4 using 20mm broken stone without form work (wearing coat for culvert,top belt for dry rubble wall,wearing coat of drain etc<br>
KDLC Co-operative Society
Bidder Name
GIRISH S
KDLC Co-operative Society
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