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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.1 LAccepted-AOC | 1 | Accepted-AOC L1 BIDDER |
Tender Value
₹13.2 L
EMD Value
₹33,123
Closing Date
8 Oct 2020, 6:30 pmClosed
the Assistant Executive Engineer
O/o the Assistant Executive Engineer, P.W.D. Roads Sub Division, Mavelikara. 690101
RE TENDER SLTF 2019-20 Constructing of retaining wall ,shoulder filling, interlocking tile in Cherukunnam - Vettiyar km 0/000 -5/000
2020_PWD_363712_4
PWD/2020-2021/13900/MVKRA
Open Tender
Civil Works - Roads
Item Rate
60 days
Mavelikara
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
online
₹33,123
Yes
12 Feb 2021
25 Sept 2020
12 Oct 2020
25 Sept 2020
8 Oct 2020
25 Sept 2020
Amount
Retaining wall ,shoulder filling and interlocking tile
3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
4.1.B.1 : Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method
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.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.
12.7.B : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
od29950/2019_2020 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Bidder Name
Thomas K George
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