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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC PUTHEN PARAMBIL HOUSE PATHIRICKAL P O PATHANAPURAM KOLLAM | KOLLAM | KERALA | 689694 | ₹7.7 L | L1 | Accepted-AOC Work Awarded |
| 2 | L2₹10.9 L+₹3.2 L (42.0%)Rejected-AOC | ₹10.9 L+₹3.2 L (42.0%) | L2 | Rejected-AOC Work not Awarded |
| 3 | L3₹11.7 L+₹4.1 L (52.7%)Rejected-Finance | ₹11.7 L+₹4.1 L (52.7%) | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹12.4 L+₹4.7 L (61.0%)Rejected-Finance TENDER DOCUMENTS DO NOT CONTAIN THE FULL ADDRESS FOR THIS PRIVATE COMPANY | ₹12.4 L+₹4.7 L (61.0%) | L4 | Rejected-Finance 4th bidder |
| 5 | L5₹12.6 L+₹4.9 L (63.4%)Rejected-Finance | ₹12.6 L+₹4.9 L (63.4%) | L5 | Rejected-Finance 5th bidder |
| Sl No | Description | Qty | Unit | SHEJEEB TM L4 | Anish L5 | Mathew M L3 | Baby Thomaskutty L1 | Sharon Shaji L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix-1: Widening and deepening of existing trench (126m and 114m) | ||||||||
| 1.00 | 2.7.1: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.Ordinary rock | 564.39 | cum | 445.26 ₹2,51,300.29 | 465.5 ₹2,62,723.55 | 238.74 ₹1,34,742.47 Lowest | 284.5 ₹1,60,568.96 | 404.46 ₹2,28,273.18 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 288 | cum | 204.53 ₹58,904.64 | 211.2 ₹60,825.6 | 228.36 ₹65,767.68 | 128.9 ₹37,123.2 Lowest | 183.53 ₹52,856.64 |
| 1.00 | OD72380/2026-2027:Engaging labour for manually breaking hard rock where blasting is prohibited, including wedging, chiselling, dressing, collection and stacking of broken rock at site, complete as directed by the Engineer-in-Charge. The rate includes all labour, hand tools, chisels, crowbars, hammers, tool sharpening charges and all incidental charges necessary for completion of the work. | 22.5 | cum | 950.25 ₹21,380.63 | 1,127.2 ₹25,362 | 830.4 ₹18,684 | 689.3 ₹15,509.25 Lowest | 979.3 ₹22,034.25 |
| 2.00Appendix-2: Construction of EPT (new work-860m) | ||||||||
| 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 | 3,075 | cum | 233.49 ₹7,17,981.75 | 231.6 ₹7,12,170 | 223.17 ₹6,86,247.75 | 141.8 ₹4,36,035 Lowest | 201.21 ₹6,18,720.75 |
| 2.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 984 | cum | 114.03 ₹1,12,205.52 | 117.7 ₹1,15,816.8 | 228.36 ₹2,24,706.24 | 72.1 ₹70,946.4 Lowest | 102.33 ₹1,00,692.72 |
| 2.00 | 2.7.1: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.Ordinary rock | 150 | cum | 445.26 ₹66,789 | 465.5 ₹69,825 | 228.36 ₹34,254 Lowest | 284.5 ₹42,675 | 404.46 ₹60,669 |
| 2.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 48 | cum | 204.53 ₹9,817.44 | 211.2 ₹10,137.6 | 207.6 ₹9,964.8 | 129 ₹6,192 Lowest | 183.53 ₹8,809.44 |
Tender Value
₹14.0 L
EMD Value
₹34,957
Closing Date
15 Jul 2026, 5:00 pmClosed
DFO, Punalur
O/o DFO,Punalur
Construction of New Elephant Proof Trench (EPT) and Improvement of Existing Elephant Proof Trench by Widening and Deepening Plantation to Mampazhathara Ambalathinkadavu under Ambanar FS of Pathanapuram Range during 2026-27.
2026_FD_859171_1
51/2026-27
Open Tender
Civil Works - Others
Item Rate
90 days
Ambalathumkadavu
Details attached
3 documents required · 3 mandatory
₹2,760
₹34,957
Yes
21 Aug 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-1: Widening and deepening of existing trench (126m and 114m) | |||||
| 1.001 | 2.7.1: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.Ordinary rock | 1 | cum | - | - |
| 1.002 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | - | cum | - | - |
| 1.003 | OD72380/2026-2027:Engaging labour for manually breaking hard rock where blasting is prohibited, including wedging, chiselling, dressing, collection and stacking of broken rock at site, complete as directed by the Engineer-in-Charge. The rate includes all labour, hand tools, chisels, crowbars, hammers, tool sharpening charges and all incidental charges necessary for completion of the work. | - | cum | - | - |
| 2Appendix-2: Construction of EPT (new work-860m) | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 2.003 | 2.7.1: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.Ordinary rock | - | cum | - | - |
| 2.004 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | - | cum | - | - |
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