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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAdmitted-Finance | ₹14.4 L | L1 | Admitted-Finance |
| 2 | L2₹16.7 L+₹2.3 L (16.2%)Admitted-Finance SIVAMANDIRAM CHANNAPETTA P O ELAVOOR KOLLAM | ₹16.7 L+₹2.3 L (16.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VISHNU DUTT S L2 | Vimalan M L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX -A : Increasing the height of existing 9m dia. RCC water tank. | |||||
| 1.01 | Labour cahrge for dismantling existing water tank Handrails Coolie | 2 | nos | 2,500 ₹5,000 | 893.5 ₹1,787 Lowest |
| 1.02 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 4 | cum | 2,000 ₹8,000 Lowest | 2,077.91 ₹8,311.64 |
| 1.03 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 18 | cum | 10,000 ₹1,80,000 Lowest | 11,127 ₹2,00,286 |
| 1.04 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars | 2,450 | Kg | 130 ₹3,18,500 | 92.1 ₹2,25,645 Lowest |
| 1.05 | Centering and shuttering including strutting, etc. and removal of form for: Well steining | 140 | sqm | 850 ₹1,19,000 | 255.09 ₹35,712.6 Lowest |
| 1.06 | 12mm Plastering in cm 1.4mm finished with floating coat with water proofing material | 210 | sqm | 350 ₹73,500 Lowest | 400 ₹84,000 |
| 1.07 | 12mm Plastering in CM 1.4 mm | 85 | sqm | 350 ₹29,750 | 304.76 ₹25,904.6 Lowest |
| 1.08Labour charge for fixing Handrails using departmental materials as per the direction of the Engineer in Charge. | |||||
| 1.08 | Fitter | 2 | nos | 2,000 ₹4,000 | 1,086.03 ₹2,172.06 Lowest |
Tender Value
Refer Docs
EMD Value
₹26,500
Closing Date
17 Sept 2026, 3:00 pmClosed
Senior Manager (CE)
Oil Palm India Ltd., Kodimatha, Kottayam.
Construction of fire fighting pump room and increasing the height of raw water tank at Palm Oil Mill in Yeroor Estate.
2026_OPIL_867592_1
OP/CE/1423 dt. 03.09.2026
Open Tender
Civil Works - Buildings
Item Rate
45 days
Oil Palm India Ltd., Palm Oil Mill, Yeroor Estate.
Please refer tender documents.
2 documents required · 2 mandatory
₹2,950
₹26,500
18 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 2026
3 Sept 2026 - 17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX -A : Increasing the height of existing 9m dia. RCC water tank. | |||||
| 1.01 | Labour cahrge for dismantling existing water tank Handrails Coolie | 2 | nos | - | - |
| 1.02 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 4 | cum | - | - |
| 1.03 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 18 | cum | - | - |
| 1.04 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars | 2,450 | Kg | - | - |
| 1.05 | Centering and shuttering including strutting, etc. and removal of form for: Well steining | 140 | sqm | - | - |
| 1.06 | 12mm Plastering in cm 1.4mm finished with floating coat with water proofing material | 210 | sqm | - | - |
| 1.07 | 12mm Plastering in CM 1.4 mm | 85 | sqm | - | - |
| 1.08 | Labour charge for fixing Handrails using departmental materials as per the direction of the Engineer in Charge. | - | - | - | - |
| 1.081 | Fitter | 2 | nos | - | - |
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