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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L4₹8.7 L+₹1.4 L (18.3%)Accepted-AOC | L4 | Accepted-AOC L3 | |
| 2 | L1₹7.4 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 3 | L3₹8.1 L+₹68,607.26 (9.29%)Rejected-AOC | L3 | Rejected-AOC L2 | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-the uploaded documents are not filled and signed, the hard copies not submitted | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Standard bid document and PAN card are not submitted and other documents are not filled and signed |
Tender Value
₹11.5 L
EMD Value
₹28,862
Closing Date
4 Jul 2022, 6:55 pmClosed
Assistant Executive Engineer
IIP Subdivision No1 Angamaly
Canal Rectification work-Demolishing Damage lining and providing new lining
2022_Irrig_495899_1
01/ET/AEE1/IIP/2022-23
Open Tender
Civil Works - Canal
Item Rate
270 days
between mulankuzhi and boothankettu
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹28,862
24 Sept 2022
21 Jun 2022
12 Jul 2022
21 Jun 2022
4 Jul 2022
21 Jun 2022
21 Jun 2022 - 4 Jul 2022
Amount
Appendix-A
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
60.1.2: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 the work.etc.complete.
60.2.2: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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
E V POLLY
C Y JOSE
Bidder Name
E V POLLY
C Y JOSE
vivek sukumaran
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_711417.pdf
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