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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | L1 | Accepted-AOC work is awarded to the lowest quoted bidder | |
| 2 | L2₹44.4 L+₹2.3 L (5.40%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹52.0 L+₹9.8 L (23.4%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Tender document is not as per SBD |
| Sl No | Description | Qty | Unit | Joseph Thomas L1 | MARTIN JOSEPH L4 | J M J DEVELOPERS L2 | SACHU SONY L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Retaining wall | |||||||
| 1.00 | OD43183/2025-2026:Earth work in excavation in or under water 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 disposal of excavated earth, lead up to 50m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil ( Based on 2.6.1) All kinds of soil. | 290.22 | cum | 227 ₹65,879.94 Lowest | 280.44 ₹81,389.3 | 300 ₹87,066 | 247 ₹71,684.34 |
| 1.00 | OD43185/2025-2026: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. | 290.22 | cum | 2,765 ₹8,02,458.3 Lowest | 3,410.21 ₹9,89,711.15 | 3,000 ₹8,70,660 | 3,008 ₹8,72,981.76 |
| 1.00 | OD43186/2025-2026: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. | 596.27 | cum | 3,996 ₹23,82,698.92 Lowest | 4,928.28 ₹29,38,590.44 | 4,000 ₹23,85,084 | 4,347 ₹25,91,990.04 |
| 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) | 87.28 | cum | 6,522 ₹5,69,266.25 Lowest | 8,043.95 ₹7,02,108.13 | 7,000 ₹6,10,988 | 7,095 ₹6,19,279.98 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 54.11 | sqm | 301 ₹16,288.01 Lowest | 372.29 ₹20,145.73 | 375 ₹20,292.38 | 328 ₹17,749.06 |
| 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) | 12.58 | cum | 6,699 ₹84,253.32 Lowest | 8,261.5 ₹1,03,904.89 | 7,750 ₹97,471.75 | 7,287 ₹91,648.6 |
| 1.01 | OD43188/2025-2026:Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 448 | metre | 108 ₹48,384 Lowest | 133.86 ₹59,969.28 | 180 ₹80,640 | 118 ₹52,864 |
| 1.01 | OD43189/2025-2026:Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day6X15=90m Details for 90m length. | 392 | metre | 147 ₹57,624 Lowest | 182.18 ₹71,414.56 | 225 ₹88,200 | 160 ₹62,720 |
| 1.01 | OD43190/2025-2026:Earth work in rough excavation in or under water banking excavated clay in layer not exceeding 2cm in depth, breaking clods and dressing up in embankment for roads, flood banks with all leads and lift in all kinds of soil (CPWD 2.2.1-2.4-2.5) under water excavation in stiff heavy kayal clay. All kinds of soil. | 208.96 | cum | 907 ₹1,89,523.09 Lowest | 1,119.5 ₹2,33,926.24 | 975 ₹2,03,732.1 | 987 ₹2,06,239.57 |
Tender Value
₹57.9 L
EMD Value
₹50,000
Closing Date
30 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of Executive Engineer KD Division Mancombu
GENERAL Kuzhiyanady Padashekharam Construction of Retaining wall from Thachamperuthu padi To Kollamalil and from Kollammalil Panchayathu Kadavu to Mammoottil padi in Ward No 10 of Muttar Grama Panchayath General Civil Work
2026_Irrig_852336_1
TENDER NO IRR KP TR 613 2026 5 1 11
Open Tender
Civil Works - Others
Item Rate
365 days
Muttar
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jun 2026
21 May 2026
2 Jun 2026
21 May 2026
30 May 2026
21 May 2026
21 May 2026 - 30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Retaining wall | |||||
| 1.001 | OD43183/2025-2026:Earth work in excavation in or under water 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 disposal of excavated earth, lead up to 50m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil ( Based on 2.6.1) All kinds of soil. | - | cum | - | - |
| 1.002 | OD43185/2025-2026: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. | - | cum | - | - |
| 1.003 | OD43186/2025-2026: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. | 0.4 | cum | - | - |
| 1.004 | 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) | 0.6 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD43188/2025-2026:Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | - | metre | - | - |
| 1.008 | OD43189/2025-2026:Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day6X15=90m Details for 90m length. | - | metre | - | - |
| 1.009 | OD43190/2025-2026:Earth work in rough excavation in or under water banking excavated clay in layer not exceeding 2cm in depth, breaking clods and dressing up in embankment for roads, flood banks with all leads and lift in all kinds of soil (CPWD 2.2.1-2.4-2.5) under water excavation in stiff heavy kayal clay. All kinds of soil. | 0.4 | cum | - | - |
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