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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | ₹12.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.4 LRejected-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹12.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹12.7 LRejected-AOC | ₹12.7 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | BAIJU V L2 | ANIL KUMAR G L3 | VINAYAKA CONSTRUCTON L1 |
|---|---|---|---|---|---|---|
| 1.00App1 | ||||||
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 53.89 | cum | 672.68 ₹36,252.07 | 690.8 ₹37,228.59 | 666.6 ₹35,924.41 |
| 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 | 56.55 | cum | 228.78 ₹12,937.51 | 234.9 ₹13,283.60 | 226.7 ₹12,819.89 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 94.74 | cum | 2,634.86 ₹2.5 L | 2,706 ₹2.6 L | 2,611.1 ₹2.5 L |
| 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 | 154.44 | cum | 3,546.19 ₹5.5 L | 3,642 ₹5.6 L | 3,514.2 ₹5.4 L |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 43.11 | cum | 1,523.7 ₹65,692.80 | 1,564.8 ₹67,464.79 | 1,509.9 ₹65,097.83 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 21.98 | sqm | 342.91 ₹7,535.45 | 352.1 ₹7,737.40 | 339.8 ₹7,467.11 |
| 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) | 37.58 | cum | 7,409.02 ₹2.8 L | 7,609.2 ₹2.9 L | 7,342.2 ₹2.8 L |
| 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) | 5.49 | cum | 7,609.4 ₹41,806.04 | 7,815 ₹42,935.61 | 7,540.8 ₹41,429.16 |
Tender Value
₹14.0 L
EMD Value
₹34,908
Closing Date
6 Jan 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer Irrigation Division Alappuzha
GENERAL Protection work Protection work on west bank of Vembanadu kayal near Little flower church in Aryad Panchayth in Alappuzha LA Constituency General Civil Work
2025_Irrig_824071_1
IRR/IA/TR/5522/2024_5_1_1/1
Open Tender
Civil Works - Others
180 days
Arayad Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹34,908
Yes
25 Feb 2026
26 Dec 2025
9 Jan 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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)
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