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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | ₹10.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹14.1 LRejected-AOC | ₹14.1 L | L2 | Rejected-AOC Second Lowest Bidder |
| Sl No | Description | Qty | Unit | ARUNSAM S L2 | Joji L1 |
|---|---|---|---|---|---|
| 1.00Protection work | |||||
| 1.00 | 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. | 10 | metre | 1,997.19 ₹19,971.90 | 1,411.93 ₹14,119.30 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 56 | hour | 593.75 ₹33,250 | 419.75 ₹23,506 |
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 140 | sqm | 20.92 ₹2,928.80 | 14.79 ₹2,070.60 |
| 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 | 147 | cum | 296.27 ₹43,551.69 | 209.45 ₹30,789.15 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 222.08 | cum | 4,592.48 ₹10.2 L | 3,246.68 ₹7.2 L |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 19.78 | cum | 9,595.01 ₹1.9 L | 6,783.26 ₹1.3 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 14.2 | sqm | 444.08 ₹6,305.94 | 313.95 ₹4,458.09 |
| 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) | 3.5 | cum | 9,854.51 ₹34,490.79 | 6,966.71 ₹24,383.49 |
| 2.00cleaning of kolarayar in the downstream of bridge | |||||
Tender Value
₹12.3 L
EMD Value
₹30,648
Closing Date
31 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer Irrigation sub Division Pathanamthitta
GENERAL-KADAPRA WARD -15 SIDE PROTECTION-Side protection work of Kolarayar near perayikodathu kadavu in ward no 15 of kadapra panchayath in Thiruvalla constituency-General Civil Work
2026_Irrig_841685_2
IRR/IA/5612/2025-2026
Open Tender
Civil Works - Others
180 days
THIRUVALLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹30,648
Yes
5 Jun 2026
23 Mar 2026
4 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Protection work | ||||||
| 1.001 | 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. | - | metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2cleaning of kolarayar in the downstream of bridge | ||||||
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