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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-AOC | 1 | Accepted-AOC First lowest | |
| 2 | 2₹8.1 L+₹12,479.25 (1.57%)Rejected-AOC | 2 | Rejected-AOC Second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Fourth lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Third lowest |
Tender Value
₹9.7 L
EMD Value
₹24,364
Closing Date
8 Aug 2024, 5:00 pmClosed
Assistant Executive Engineer
IIP Subdivision No 2 Angamaly
IIP - Main canal-Repair and restoration of damaged canal lining between ch 25900m-26000m
2024_Irrig_682884_1
3/ET/AEE II/IIP/2024-25
Open Tender
Civil Works - Canal
Item Rate
180 days
Angamaly
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,150
Yes
₹24,364
Yes
11 Sept 2024
29 Jul 2024
12 Aug 2024
29 Jul 2024
8 Aug 2024
29 Jul 2024
Amount
ESTIMATE
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including 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
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
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
60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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)
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
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.
C Y Jose
SEBY P JOHN
BABY M J
Bidder Name
BABY M J
Bentry George
C Y Jose
SEBY P JOHN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1062432.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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