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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹12.2 L+₹40,744 (3.45%)Rejected-AOC ELAVUMKUDI HOUSE MEPRATHUPADI | KOTTAYAM | KERALA | 686102 | L2 | Rejected-AOC Second Lowest Bidder |
| Sl No | Description | Qty | Unit | ARUN P L2 | Eldho Varghese L1 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | OD1341/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 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. data based on 60.1.2 | 7 | metre | 866 ₹6,062 | 559 ₹3,913 Lowest |
| 1.00 | 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 | 20 | hour | 445 ₹8,900 | 423.9 ₹8,478 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 87.72 | cum | 248 ₹21,755.3 | 239.5 ₹21,009.66 Lowest |
| 1.00 | 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 or leaner mix ( including equivalent design mix) | 1.35 | cum | 1,475 ₹1,991.25 | 1,445.61 ₹1,951.57 Lowest |
| 1.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 6.93 | cum | 7,700 ₹53,361 | 7,377.58 ₹51,126.63 Lowest |
| 1.01 | 4.1.6: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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 29.85 | cum | 7,900 ₹2,35,815 | 7,779 ₹2,32,203.15 Lowest |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 146.88 | sqm | 800 ₹1,17,504 | 780.82 ₹1,14,686.84 Lowest |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 40.55 | cum | 9,600 ₹3,89,232 | 9,266.45 ₹3,75,708.22 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,419.08 | kilogram | 107 ₹1,51,841.03 | 104.55 ₹1,48,364.29 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
8 Aug 2025, 5:00 pmClosed
o/oAssistantExecutivePVIPSub Div No2 Perumbavoor
o/oAssistantExe EngineerPVIPSub Div No2 Perumbavoor
Formation of canal bund road including side protection works
2025_Irrig_781141_1
IRR/PII/TR/449/2025_5_3_2/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Vegola perumbavoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,777
Yes
7 Oct 2025
31 Jul 2025
11 Aug 2025
31 Jul 2025
8 Aug 2025
31 Jul 2025
31 Jul 2025 - 8 Aug 2025
Amount
Appendix A
OD1341/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 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. data based on 60.1.2
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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 or leaner mix ( including equivalent design mix)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.1.6: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 (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
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
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
16.21:Engraving letters in hard stone
OD1340/2025-2026:Lettering with Golden Japan pint of approved brand and manufacture- Data based on DAR 13.71
OD10175/2025-2026:Sectioning up to 150 mm and forming the surface for new road way including clearing the road way of any debris, levelling ,cambering etc. complete
16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
ARUN P (BID ID -2278289)
Bidder Name
Eldho Varghese
ARUN P
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