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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.7 L+₹4,209.96 (1.14%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.8 L+₹7,030.73 (1.91%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.9 L+₹26,254.33 (7.13%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
12 Dec 2024, 6:55 pmClosed
AE LID EW PATTAMBI BP
AE LID EW PATTAMBI BP
Annual Plan-PATTAMBI BLOCK PANCHAYATH 2024-25 PRO NO 165/25 - MADATHILTHODI SC NAGAR ROAD PAVING BLOCK LAYING AND CONCRETING IN KOPPAM GRAMA PANCHAYATH
2024_LSGD_712874_37
1/AEE/LSGD/PTB/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
PATTAMBI
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,586
Yes
28 May 2025
5 Dec 2024
18 Dec 2024
5 Dec 2024
12 Dec 2024
5 Dec 2024
Amount
Road Concreting and Interlocking.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD229905/2024-2025: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 subgrade
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD290597/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil
OD229906/2024-2025:(Modified DSR Code 16.91.2) Providing and laying factory made chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness &amp; size/ shape, made by table vibratory method using PU mould , laid in required colour &amp; pattern over 50mm thick compacted bed of 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
OD259683/2024-2025:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm 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
SHIHABALI K (BID ID -2015027)
MUHAMMED RAFEEQ (BID ID -2013481)
ABDUL RAZACK T T (BID ID -2013261)
Bidder Name
MUHAMMED RAFEEQ
ABDUL RAZACK T T
VISHNUJITH.M
SHIHABALI K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1122985.pdf
boq_comp_chart.xlsx
xlsx
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