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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹9,582.84 (2.51%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.0 L+₹18,944.44 (4.96%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | JOHN M D L3 | Joby Abraham L1 | AZHAR C I L2 |
|---|---|---|---|---|---|---|
| 1.00APP - A - Mudikkal SBC | ||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 110 | sqm | 8.79 ₹966.9 | 4 ₹440 Lowest | 8.59 ₹944.9 |
| 1.00 | OD10687/2025-2026:RING BUND -Putting up ring bund as per approved shape 1.5m 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 1.5m including labour dismantling the bund after completion of the work etc. complete. | 12 | metre | 695.72 ₹8,348.64 | 500 ₹6,000 Lowest | 679.59 ₹8,155.08 |
| 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 | 40 | hour | 432.58 ₹17,303.2 | 150 ₹6,000 Lowest | 422.55 ₹16,902 |
| 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 | 100.22 | cum | 244.49 ₹24,503.77 | 250 ₹25,056 | 238.82 ₹23,935.5 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 165.6 | sqm | 366.91 ₹60,760.3 | 300 ₹49,680 Lowest | 357.97 ₹59,279.83 |
| 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) | 21.18 | cum | 8,132.11 ₹1,72,262.49 | 8,200 ₹1,73,700.6 | 7,943.59 ₹1,68,269.07 Lowest |
| 1.01 | 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 | 310.04 | sqm | 326.26 ₹1,01,153.65 | 340 ₹1,05,413.6 | 318.69 ₹98,806.65 Lowest |
| 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) | 0.72 | cum | 7,528.22 ₹5,420.32 | 7,932.89 ₹5,711.68 | 7,353.79 ₹5,294.73 Lowest |
| 1.01 | 19.6.2:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:150 mm dia R.C.C. pipe | 12 | metre | 586 ₹7,032 | 615 ₹7,380 | 573.25 ₹6,879 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,564
Closing Date
29 Sept 2025, 4:00 pmClosed
Assistant Executive Engineer
PVIP Subdivision No 4 Aluva
Providing canal lining works to unlined portion between Ch. 50 m and Ch. 96 m of Mudikkal sub branch canal and to replace damaged sluice pipe of Poonoor FC at Ch.2.400 km
2025_Irrig_801284_1
19/AEE4/PVIP/2025-26
Open Tender
Civil Works - Canal
Item Rate
180 days
Aluva
7 documents required · 7 mandatory
₹935
Yes
₹10,564
Yes
5 Nov 2025
23 Sept 2025
30 Sept 2025
23 Sept 2025
29 Sept 2025
23 Sept 2025
23 Sept 2025 - 29 Sept 2025
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