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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-AOC KOOLETTU HOUSE NEERIKKADU P O KOTTAYAM 686564 | KOTTAYAM | KOTTAYAM | KERALA | 686564 | ₹42.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹42.9 LRejected-AOC | ₹42.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | kjthomas L1 | P.T.XAVIER L2 |
|---|---|---|---|---|---|
| 1.00Appendix 1- Outer bund strengthening | |||||
| 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 | 222.97 | cum | 257 ₹57,304.58 | 300 ₹66,892.50 |
| 1.00 | OD35180/2025-2026:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance o
material and labour charges etc. complete as per direction of departmental officers at site. | 165.6 | cum | 3,537 ₹5.9 L | 3,750 ₹6.2 L |
| 1.00 | OD44596/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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 | 252.18 | cum | 5,096 ₹12.9 L | 5,111 ₹12.9 L |
| 1.00 | 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) | 62.82 | cum | 8,343 ₹5.2 L | 8,200 ₹5.2 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 38.4 | sqm | 386 ₹14,822.40 | 379 ₹14,553.60 |
| 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) | 9.56 | cum | 8,569 ₹81,945.35 | 10,488 ₹1.0 L |
| 1.01 | OD44597/2025-2026:Bund Formation with Conveyed earth: Earth work in rough excavation, conveying using
country boat, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,
rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in
embankments for roads, flood banks, marginal banks and guide banks or filling up ground
depressions, lead up to 2 km and lift up to 1.5 m:All kinds of soil | 95.62 | cum | 1,360 ₹1.3 L | 700 ₹66,937.50 |
| 2.00Appedix 2 - Side protection | |||||
| 2.00 | 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 | 117.18 | cum | 257 ₹30,115.26 | 658 ₹77,104.44 |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
11 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, K.D.DIVISION THANNEERMUKKOM
The work is proposed for development of Paleth padasekharams. This estimate includes strenthen outer bund of Paleth and Cherikkal padinjare Padasekharam
2026_Irrig_838672_2
41/EE/KD/2025-26
Open Tender
Civil Works - Others
270 days
T.V. Puram Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
25 May 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
11 Mar 2026
5 Mar 2026
Appendix 1- Outer bund strengthening
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
OD35180/2025-2026:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance o material and labour charges etc. complete as per direction of departmental officers at site.
OD44596/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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
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)
4.3.1: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)
OD44597/2025-2026:Bund Formation with Conveyed earth: Earth work in rough excavation, conveying using country boat, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 2 km and lift up to 1.5 m:All kinds of soil
Appedix 2 - Side protection
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
OD44233/2025-2026: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.
OD44234/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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
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)
4.3.1: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)
OD44598/2025-2026:Bund Formation with Conveyed earth: Earth work in rough excavation, conveying using country boat, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 2 km and lift up to 1.5 m:All kinds of soil
OD44600/2025-2026:Strengthening slopes/earthern bund using coir geo-textiles (740GSM) etc complete including conveyance and all other incidental charges as per the directions of the departmental officers at site
Appendix 3 - supply of laptop
OD44599/2025-2026:Supply of Laptop for department use : Processor i3 or above 8GB RAM, 512 GB SSD HD, Windows 11 OS, 15.6" Full HD Monitor, wireless mouse of make Acer/HP/Del
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