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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No. 4(1) dt. 31/10/2023 of Puthuppariyaram GP | |
| 2 | L2₹3.5 L+₹16,608.10 (4.98%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject | |
| 4 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
₹3.8 L
EMD Value
₹9,532
Closing Date
29 Sept 2023, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Puthuppariyaram Grama Panchayat
Vakkilparambu Chirakkatte Palli Road Interlocking in Puthuppariyaram GP 230/2023 -24
2023_LSGD_603770_1
05/2023/AE/LSGD/PPM
Open Tender
Civil Works - Roads
Item Rate
180 days
Puthuppariyaram GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹845
Yes
₹9,532
Yes
23 Dec 2023
18 Sept 2023
3 Oct 2023
18 Sept 2023
29 Sept 2023
18 Sept 2023
Amount
Interlocking
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.
Loading and Unloading
1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
1.8.2:Loading and Unloading of C.C. Blocks, Kerb, etc.(ii) Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD388410/2022-2023:Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m in all kinds of soil.
Name Board
OD388794/2022-2023:Supplying and providing readymade GI name board with all conveyance ,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm cost ,40 x20x 1.4mm outer frame, 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
balaji pwd contractor
H NOORUL HAMEED
SHAJAHAN M M
Bidder Name
balaji pwd contractor
R.SREEJITH
H NOORUL HAMEED
SHAJAHAN M M
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_899128.pdf
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