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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC | 1 | Accepted-AOC accepted | |
| 2 | 2₹4.9 L+₹1.6 L (49.2%)Rejected-AOC | 2 | Rejected-AOC rejected | |
| 3 | 3₹5.0 L+₹1.7 L (51.7%)Rejected-AOC | 3 | Rejected-AOC rejected | |
| 4 | 4₹5.1 L+₹1.8 L (55.0%)Rejected-Finance | 4 | Rejected-Finance Lowest 4 | |
| 5 | 5₹5.2 L+₹1.9 L (58.8%)Rejected-Finance | 5 | Rejected-Finance Lowest 5 |
Tender Value
₹6.6 L
EMD Value
₹10,000
Closing Date
9 Dec 2021, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, K D Sub Division, Thanneermukkom
Kudilithodu near Pazhookkari Theeyathukari Padasekharam in Kallara
2021_Irrig_457668_1
06/AEE/KDSD/TKM/2021-22
Open Tender
Civil Works - Water Works
Item Rate
120 days
Kudilithodu near Pazhookkari Theeyathukari Padasek
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,470
₹10,000
8 Mar 2022
1 Dec 2021
14 Dec 2021
1 Dec 2021
9 Dec 2021
1 Dec 2021
Amount
Scheme-1-Desilting of Kudilithodu
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
Scheme-2-Desilting of Kudilithodu
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
Scheme-3-Desilting of Kudilithodu
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
Scheme-4-Desilting of Kudilithodu
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
Appendix A - Repair of parakhuzhi and vachal protection walls of Parapallichal padasekharam
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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
60.7.3 : 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
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 : 6 graded stone aggregate 20 mm nominal size)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Sapthami
G and G Constructions
Lukose Pachan
SAJI A KURUVILLA
Bidder Name
SAJI A KURUVILLA
Lukose Pachan
XAVIER C M
Sapthami
G and G Constructions
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