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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.9 LAccepted-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | 1 | Accepted-AOC l1 | |
| 2 | 2₹11.0 L+₹2,095.59 (0.19%)Rejected-AOC | 2 | Rejected-AOC l2 | |
| 3 | 3₹11.5 L+₹57,038.80 (5.21%)Rejected-AOC KANIYATH HOUSE PO MATHILAKAM 680685 THRISSUR DT KERALA | MATHILAKAM | THRISSUR | KERALA | 680685 | 3 | Rejected-AOC L3 |
Tender Value
₹11.6 L
EMD Value
₹17,340
Closing Date
4 Jan 2022, 5:00 pmClosed
Assistant Engineer
LSGD SECTION,SREENARAYANAPURAM GP
ROAD
2021_LSGD_463435_6
11/AE/LSGD/SNP/21-22
Open Tender
Civil Works - Roads
Item Rate
180 days
SREENARAYANAPURAM
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹17,340
Yes
19 Feb 2022
28 Dec 2021
10 Jan 2022
28 Dec 2021
4 Jan 2022
28 Dec 2021
Amount
Paving Tile
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.
3.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
od1551390/2021_2022 : Interlocking Concrete Block Pavement:<br>Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings<br>and Technical Specification Clause 1504.
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) a)Materials
Side Protection in Varambathpeedika Road
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
12.4.3.3 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii)In cement mortar (1:5)
od1345343/2021_2022 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by<br>ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in charge
od1345344/2021_2022 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Modified data 60.2.2)
od1345345/2021_2022 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of thework.etc.complete ( As per modified data 60.1.2)
Rithin Babu
SATHYAN.K.B
Bidder Name
HASHIM MM
SATHYAN.K.B
Rithin Babu
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tech_eval.pdf
fin_eval.pdf
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finance_663569.pdf
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