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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹2.3 Cr+₹27.9 L (14.0%)Rejected-AOC NO 115 KAMARAJAR NAGAR PUDUPATTINAM KALPAKKAM 603102 | CHENGALPATTU | TAMIL NADU | 603102 | ₹2.3 Cr+₹27.9 L (14.0%) | L2 | Rejected-AOC Second lowest bidder |
| 3 | L3₹2.6 Cr+₹59.8 L (30.1%)Rejected-AOC | ₹2.6 Cr+₹59.8 L (30.1%) | L3 | Rejected-AOC Third lowest bidder |
| Sl No | Description | Qty | Unit | E. Sivaraman L1 | E.SEKAR CONTRACTOR L3 | K.GANESH L2 |
|---|---|---|---|---|---|---|
| 1.00Earthwork in open Excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including if necessary, dressing of sides, levelling and ramming the bottom of foundation, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of foundation within a lead of 2 Km with lift as given below etc., all complete as per specifications and as directed by the Engineer-in-Charge. | ||||||
| 1.10 | All kinds of soil - Upto 1.5 mtr depth from AGL | 1,850 | Cu.m. | 330 ₹6,10,500 Lowest | 400 ₹7,40,000 | 450 ₹8,32,500 |
| 1.20 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 1,650 | Cu.m | 430 ₹7,09,500 Lowest | 500 ₹8,25,000 | 550 ₹9,07,500 |
| 1.30 | All kinds of soil exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth | 950 | Cu.m | 500 ₹4,75,000 Lowest | 650 ₹6,17,500 | 650 ₹6,17,500 |
| 1.40 | All kinds of soil exceeding 4.50 mtr depth but not exceeding 6.00 mtr depth | 500 | Cu.m | 600 ₹3,00,000 Lowest | 800 ₹4,00,000 | 850 ₹4,25,000 |
| 1.50 | All kinds of soil exceeding 6.00 mtr depth but not exceeding 7.50 mtr depth | 100 | Cu.m | 700 ₹70,000 Lowest | 1,000 ₹1,00,000 | 900 ₹90,000 |
| 2.00 | Providing multi stage vacuum well point dewatering system in combination with sump pumps (submersible) for dewatering the water during construction period from excavation pit including rain water/ surface water as per specifications of construction of lifting station including mobilization/ demobilization of dewatering system, laying required dia of PVC header pipeline, well point pipes with flexible hoses, delivery pipes up to drain point, installation of required capacity of stagewise pumps, hire charges for running and maintaining the dewatering equipment/ system together with the cost of spares, satisfactorily operating the system for dewatering the excavation pit, etc., all completed as per specifications and as directed by Engineer-in-Charge
Note:
1) Rate for dewatering system shall be quoted for energy consumed in KwH including all charges for completed system. No separate rate for hire charges, mobilization/ demobilization, operating charges, etc., will be paid by department.
2) The completed system shall be executed by the specialized dewatering agency | 20,000 | Kwh | 35 ₹7,00,000 Lowest | 50 ₹10,00,000 | 70 ₹14,00,000 |
| 3.00Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. | ||||||
| 3.10 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) | 25 | Cu.m | 760 ₹19,000 Lowest | 9,000 ₹2,25,000 | 8,500 ₹2,12,500 |
| 3.20 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 25mm nominal size) | 10 | Cu.m | 7,100 ₹71,000 Lowest | 8,500 ₹85,000 | 8,200 ₹82,000 |
Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
29 Apr 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Sewage lifting station - IV in Kalpakkam Township.
2026_GSO_904724_1
GSO/CTC/CEG/322/2026
Open Tender
Civil Works - Others
Works
365 days
Kalpakkam
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹4.3 L
18 Aug 2026
8 Apr 2026
30 Apr 2026
8 Apr 2026
29 Apr 2026
23 Apr 2026
9 Apr 2026 - 22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earthwork in open Excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including if necessary, dressing of sides, levelling and ramming the bottom of foundation, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of foundation within a lead of 2 Km with lift as given below etc., all complete as per specifications and as directed by the Engineer-in-Charge. | - | - | - | - |
| 0.0 | All kinds of soil - Upto 1.5 mtr depth from AGL | - | Cu.m. | - | - |
| 0.9 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | - | Cu.m | - | - |
| 0.0 | All kinds of soil exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth | - | Cu.m | - | - |
| 0.9 | All kinds of soil exceeding 4.50 mtr depth but not exceeding 6.00 mtr depth | - | Cu.m | - | - |
| 0.0 | All kinds of soil exceeding 6.00 mtr depth but not exceeding 7.50 mtr depth | - | Cu.m | - | - |
| - | Providing multi stage vacuum well point dewatering system in combination with sump pumps (submersible) for dewatering the water during construction period from excavation pit including rain water/ surface water as per specifications of construction of lifting station including mobilization/ demobilization of dewatering system, laying required dia of PVC header pipeline, well point pipes with flexible hoses, delivery pipes up to drain point, installation of required capacity of stagewise pumps, hire charges for running and maintaining the dewatering equipment/ system together with the cost of spares, satisfactorily operating the system for dewatering the excavation pit, etc., all completed as per specifications and as directed by Engineer-in-Charge
Note:
1) Rate for dewatering system shall be quoted for energy consumed in KwH including all charges for completed system. No separate rate for hire charges, mobilization/ demobilization, operating charges, etc., will be paid by department.
2) The completed system shall be executed by the specialized dewatering agency | 20,000 | Kwh | - | - |
| - | Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. | - | - | - | - |
| 0.0 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) | - | Cu.m | - | - |
| 0.0 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 25mm nominal size) | - | Cu.m | - | - |
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