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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC Lowest tender | |
| 2 | L2₹9.5 L+₹97,950.11 (11.5%)Rejected-AOC | L2 | Rejected-AOC 2nd Lowest tender |
Tender Value
₹9.7 L
EMD Value
₹24,324
Closing Date
27 Jan 2024, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section Ongallur Grama Panchayat
Annual Plan-ONGALLUR GP 23-24,Health centre quari parambu road restoration - ward 22 soo92/24
2024_LSGD_646524_3
TN4/2324/AE/LIDEW/OGLR
Open Tender
Civil Works - Roads
Item Rate
120 days
Ongallur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,145
Yes
₹24,324
Yes
8 Mar 2024
19 Jan 2024
29 Jan 2024
19 Jan 2024
27 Jan 2024
19 Jan 2024
Amount
INTERLOCKING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD100942/2023-2024: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 manually mixing by mix in place method and compacting with with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil.
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
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.
OD105278/2023-2024:Interlocking Concrete Block Pavement- with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal filing in 50mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials labour charges, etc complete. Excluding cost of edge concreting (16.91.2 modified)
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)
RECONCRETING
OD101044/2023-2024: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 and lift up to 1.5 m. All kinds of soil
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)
INTERLOCKING
OD94128/2023-2024: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 and lift up to 1.5 m. All kinds of soil
OD94127/2023-2024: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 manually mixing by mix in place method and compacting with with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil.
OD100878/2023-2024:od1731447/2022_2023 :Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements - Providing and laying of Interlocking concrete blocks pavement having thickness 100 mm or nearest thickness minimum strength M40 including providing a layer of 6 mm aggregate for 5 cm thickness ,then laying interlock cabbles in lines and levels as per direction of department officers at site inclusive of all cost and conveyance charges etc .Complete as per drawings and Technical Specification Clause 1504
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)
Name board
OD321156/2023-2024:Supplying & Providing readymade GI name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats 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
MOHAMMAD SHIHAB P
Bidder Name
ABDUL AZEEZ T V
MOHAMMAD SHIHAB P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_991062.pdf
boq_comp_chart.xlsx
xlsx
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