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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | ₹11.5 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹11.9 LRejected-AOC | ₹11.9 L | L2 | Rejected-AOC Second Lowest bidder |
| Sl No | Description | Qty | Unit | M.P Thampi L1 | MARTIN P STEEPHAN L2 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | OD5234/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.5 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 | 6.6 | metre | 858.95 ₹5,669.07 | 884.72 ₹5,839.15 |
| 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 | 27 | hour | 455.37 ₹12,294.99 | 469.03 ₹12,663.81 |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 36.43 | sqm | 56.45 ₹2,056.47 | 58.14 ₹2,118.04 |
| 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) | 13.68 | cum | 1,552.88 ₹21,244.95 | 1,599.47 ₹21,882.35 |
| 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 | 60.42 | cum | 257.37 ₹15,550.30 | 265.09 ₹16,016.74 |
| 1.01 | 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) | 1.84 | cum | 7,924.96 ₹14,621.55 | 8,162.71 ₹15,060.20 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 35.5 | sqm | 385.77 ₹13,694.84 | 397.34 ₹14,105.57 |
| 1.01 | 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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.46 | cum | 8,560.57 ₹21,059 | 8,817.39 ₹21,690.78 |
| 1.01 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 199.4 | sqm | 1,029.68 ₹2.1 L | 1,060.57 ₹2.1 L |
Tender Value
₹11.5 L
EMD Value
₹28,813
Closing Date
15 Oct 2025, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PVIP Sub Division no 2 Perumbavoor
Rectification works to prevent leakage from syphon and UT between ch.700m and ch.820m and prevent overflow between ch.250m and ch.300m of Kizhakkambalam Major Distributory-General Civil Work
2025_Irrig_806755_1
IRR/PII/TR/2324/2025_5_3_2/1
Open Tender
Civil Works - Canal
180 days
Kizhakkambalam
Please refer tender documents
8 documents required · 8 mandatory
₹2,760
Yes
₹28,813
Yes
11 Mar 2026
7 Oct 2025
17 Oct 2025
7 Oct 2025
15 Oct 2025
7 Oct 2025
Amount
Appendix A
OD5234/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.5 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
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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)
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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
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
OD5235/2025-2026:engaging beldar for removing blockage, clearing U.T, S.P etc.
MARTIN P STEEPHAN (BID ID -2390706)
Bidder Name
M.P Thampi
MARTIN P STEEPHAN
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