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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1 BIDDER₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 BIDDER | Accepted-AOC L1 Bidder |
| 2 | L2 BIDDER₹1.1 CrRejected-AOC | ₹1.1 Cr | L2 BIDDER | Rejected-AOC L2 Bidder |
| 3 | L3 BIDDER₹1.1 CrRejected-AOC KORATHARA KANNADY P O PULINCUNNOO ALAPPUZHA | PULINCUNNOO | ALAPPUZHA | KERALA | ₹1.1 Cr | L3 BIDDER | Rejected-AOC L3 Bidder |
| 4 | L4 BIDDER₹1.2 CrRejected-AOC | ₹1.2 Cr | L4 BIDDER | Rejected-AOC L4 Bidder |
| Sl No | Description | Qty | Unit | JOSEPH SCARIA L1 | Thomas Joseph L3 | J M J DEVELOPERS L2 | C K SATHEESH L4 |
|---|---|---|---|---|---|---|---|
| 1.00THENGUMPALLIKKARI PADASHEKHARAM | |||||||
| 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. | 410.58 | cum | 558.19 ₹2.3 L | 603 ₹2.5 L | 700 ₹2.9 L | 684.84 ₹2.8 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 | 328.46 | cum | 1,264.35 ₹4.2 L | 1,367 ₹4.5 L | 1,450 ₹4.8 L | 1,551.23 ₹5.1 L |
| 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 | 632.55 | cum | 189.83 ₹1.2 L | 205 ₹1.3 L | 300 ₹1.9 L | 232.9 ₹1.5 L |
| 1.00 | OD18764/2025-2026: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. | 630.15 | metre | 2,606.4 ₹16.4 L | 2,818 ₹17.8 L | 2,800 ₹17.6 L | 3,197.79 ₹20.2 L |
| 1.00 | OD18768/2025-2026: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 | 1,574.05 | cum | 3,766.65 ₹59.3 L | 4,073 ₹64.1 L | 3,900 ₹61.4 L | 4,621.29 ₹72.7 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) | 243.96 | cum | 6,147.94 ₹15.0 L | 6,648 ₹16.2 L | 6,700 ₹16.3 L | 7,542.88 ₹18.4 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 157.1 | sqm | 284.54 ₹44,701.23 | 307 ₹48,229.70 | 350 ₹54,985 | 349.1 ₹54,843.61 |
| 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) | 35.27 | cum | 6,314.21 ₹2.2 L | 6,827 ₹2.4 L | 7,000 ₹2.5 L | 7,746.87 ₹2.7 L |
| 1.01 | OD18785/2025-2026:Forming earthen bund using stiff kayal clay by earth work in rough excavation and conveyed
and banking in layers not exceeding 20 cm in depth breaking clods and dressing up
embankment for roads, flood banks, marginal land and guide banks including all charges for
laying with all leads and lifts etc. complete all kind of soil 2.2.1-2.4-2.5+mtr | 80.42 | cum | 855.63 ₹68,810.62 | 925 ₹74,389.43 | 800 ₹64,336.80 | 1,049.76 ₹84,422.75 |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
17 Mar 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER
KD CIRCLE CHENGANNUR
GENERAL-THENGUMPALLIKKARI PADASHEKHARAM-KP-Mitigation of flood in Thengumpallikkari Padashekharam in Edathua Gramapanchayath-General Civil Work
2026_Irrig_845487_1
IRR/KP/TR/4716/2025_5_1_1/1
Open Tender
Civil Works - Others
545 days
Edathua
Please refer Tender documents.
12 documents required · 12 mandatory
₹6,508
Yes
₹50,000
Yes
5 Jun 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
THENGUMPALLIKKARI PADASHEKHARAM
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.
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
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
OD18764/2025-2026: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.
OD18768/2025-2026: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)
OD18785/2025-2026:Forming earthen bund using stiff kayal clay by earth work in rough excavation and conveyed and banking in layers not exceeding 20 cm in depth breaking clods and dressing up embankment for roads, flood banks, marginal land and guide banks including all charges for laying with all leads and lifts etc. complete all kind of soil 2.2.1-2.4-2.5+mtr
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