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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical 2 |
Tender Value
₹3.5 L
EMD Value
₹8,750
Closing Date
13 Dec 2024, 4:15 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER PERUVALLUR GRAMA PANCHAYAT
PALAPPETTIPPARA NALAYIL ROAD INTERLOCKING Project No 325/25
2024_LSGD_713044_12
Ten-02-2024-AE-LIDEW-PVLR
Open Tender
Civil Works - Roads
Item Rate
180 days
PERUVALLUR GRAMA PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹775
₹8,750
3 Jun 2025
6 Dec 2024
16 Dec 2024
6 Dec 2024
13 Dec 2024
6 Dec 2024
Amount
Road maintenance
OD120192/2024-2025:6.7.2 Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504(6.7.2)
OD120204/2024-2025: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 excluding form work (i) Nominal mix (1:2:4)
OD120193/2024-2025:Providing and fixing granite name board of any colour and shade of required size laid over base of cement mortar 1:4 including cost,conveyance and labour charges for fixing etc. as per direction of departmental officers in charge
OD120194/2024-2025: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 sub grade Code
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
OD120436/2024-2025:Filling with Contractors own Earth (excluding Rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer - in - Charge Details of cost for 100 cum Material M
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
MOHAMMED ANAS ELLIKKAL (BID ID -2016854)
Bidder Name
ABDUL AZEEZ EK
MOHAMMED ANAS ELLIKKAL
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1123228.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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