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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹6.2 L
EMD Value
₹15,584
Closing Date
27 Dec 2019, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer PWD Roads Sub Division Changanassery
SLTF 2019-20 Providing urgent drainage facilities to Kurichy- Karunattuvala Road 2/000 to 2/272
2019_PWD_330858_1
PWD/2019-2020/7735/CHGRY
Open Tender
Civil Works - Roads
Item Rate
150 days
KARUNATTUVALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,375
Yes
online
₹15,584
Yes
3 Mar 2020
20 Dec 2019
31 Dec 2019
20 Dec 2019
27 Dec 2019
20 Dec 2019
Amount
Providing urgent drainage facilities
3.14 : Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
3.1 : Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
4.1.B.2 : 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-VI - For sub base cum drainage layer - Mix in Place Method<br>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. Grading-VI - For sub base cum drainage layer - Mix in Place Method
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
od25964/2019_2020 : Providing and laying factory made cement concrete paver block of required strength,thickness & size / shape made by table vibratory method using PU mould ,laid in required colour and patternover 50 mm thick compacted bed of 6mm metal ,compacting and proper embedding / laying of interlockingpaver blocks in to the bedding layer through vibratory compaction by using plate vibrator , filling the joints,cutting of pavour blocks as per required size and pattern, finishing and sweeping etc. complete as per thedirection of Engineer in charge . 80 mm thick CC Paver block of M-30 grade with approved design andpattern.
Bidder Name
SIBYRAJ JOSEPH
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