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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | L1 | Accepted-AOC WO ISSUED | |
| 2 | Rejected-Technical | - | Rejected-Technical WO ISSUED | |
| 3 | Rejected-Technical | - | Rejected-Technical WO ISSUED |
Tender Value
Refer Docs
EMD Value
₹27,500
Closing Date
30 Dec 2023, 3:00 pmClosed
EXECUTIVE ENGINEER
GURUVAYUR DEVASWOM OFFICE GURUVAYUR
GURUVAYUR DEVASWOM BALANCE INTERLOCK TILING WORK AT ENTRANCE ROAD OF PUNNATHURKOTTA
2023_GD_635191_1
E4-8046/23
Open Tender
Civil Works - Others
Item Rate
180 days
GURUVAYUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹27,500
Yes
14 Feb 2024
22 Dec 2023
4 Jan 2024
22 Dec 2023
30 Dec 2023
22 Dec 2023
Amount
APPENDIX A
od209173/2023_2024 : Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm stone aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
APPENDIX B
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.
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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.
Subashkumar CP
Perinthalmanna Scheduled Caste Service Co operative Society Ltd
Bidder Name
Subashkumar CP
NEWSCAPE CONSTRUCTIONS
Perinthalmanna Scheduled Caste Service Co operative Society Ltd
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_964225.pdf
boq_comp_chart.xlsx
xlsx
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