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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance 197 SATYA NIKETAN NEW DELHI 110021 | NEW DELHI | DELHI | 110021 | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹5.6 L (2.30%)Admitted-Finance NO 115 KAMARAJAR NAGAR PUDUPATTINAM KALPAKKAM 603102 | CHENGALPATTU | TAMIL NADU | 603102 | ₹2.5 Cr+₹5.6 L (2.30%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹10.1 L (4.14%)Admitted-Finance | ₹2.5 Cr+₹10.1 L (4.14%) | L3 | Admitted-Finance |
| 4 | L4₹2.6 Cr+₹12.9 L (5.31%)Admitted-Finance NEIKKUPPI VILLAGE VENGAMPAKKAM POST KALPAKKAM 603 102 CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603102 | ₹2.6 Cr+₹12.9 L (5.31%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.GANESH L2 | DAMU CONSTRUCTIONS L3 | s venkatesan civil & electircal contractor L4 | Dynamic Engineers L1 |
|---|---|---|---|---|---|---|---|
| 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 | 2,200 | Cu.m. | 400 ₹8,80,000 Lowest | 400 ₹8,80,000 Lowest | 425 ₹9,35,000 | 400 ₹8,80,000 Lowest |
| 1.20 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 1,650 | Cu.m | 450 ₹7,42,500 Lowest | 550 ₹9,07,500 | 525 ₹8,66,250 | 450 ₹7,42,500 Lowest |
| 1.30 | All kinds of soil exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth | 1,200 | Cu.m | 575 ₹6,90,000 Lowest | 650 ₹7,80,000 | 600 ₹7,20,000 | 600 ₹7,20,000 |
| 1.40 | All kinds of soil exceeding 4.50 mtr depth but not exceeding 6.00 mtr depth | 600 | Cu.m | 825 ₹4,95,000 | 750 ₹4,50,000 Lowest | 800 ₹4,80,000 | 750 ₹4,50,000 Lowest |
| 1.50 | All kinds of soil exceeding 6.00 mtr depth but not exceeding 7.50 mtr depth | 400 | Cu.m | 850 ₹3,40,000 | 800 ₹3,20,000 Lowest | 900 ₹3,60,000 | 850 ₹3,40,000 |
| 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 | 65 ₹13,00,000 Lowest | 100 ₹20,00,000 | 66 ₹13,20,000 | 65 ₹13,00,000 Lowest |
| 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 | 8,500 ₹2,12,500 | 8,800 ₹2,20,000 | 8,500 ₹2,12,500 | 8,000 ₹2,00,000 Lowest |
| 3.20 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 25mm nominal size) | 15 | Cu.m | 8,200 ₹1,23,000 | 8,500 ₹1,27,500 | 8,000 ₹1,20,000 Lowest | 8,100 ₹1,21,500 |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
1 Jun 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Sewage lifting station - III in Kalpakkam Township.
2026_GSO_907039_1
GSO/CTC/CEG/328/2026
Open Tender
Civil Works - Others
Item Rate
365 days
Kalpakkam
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹4.7 L
21 Jul 2026
7 May 2026
2 Jun 2026
7 May 2026
1 Jun 2026
22 May 2026
8 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork 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 | 2,200 | Cu.m. | 1 | ₹2,200 |
| 0.9 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 1,650 | Cu.m | 1 | ₹1,650 |
| 0.0 | All kinds of soil exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth | 1,200 | Cu.m | 1 | ₹1,200 |
| 0.9 | All kinds of soil exceeding 4.50 mtr depth but not exceeding 6.00 mtr depth | 600 | Cu.m | 1 | ₹600 |
| 0.0 | All kinds of soil exceeding 6.00 mtr depth but not exceeding 7.50 mtr depth | 400 | Cu.m | 1 | ₹400 |
| 2 | 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 | 1 | ₹20,000 |
| 3Providing 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) | 25 | Cu.m | 1 | ₹25 |
| 0.0 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 25mm nominal size) | 15 | Cu.m | 1 | ₹15 |
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