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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Finance | ₹6.6 L | L1 | Admitted-Finance |
| 2 | L2₹6.6 L+₹3,000 (0.45%)Admitted-Finance | ₹6.6 L+₹3,000 (0.45%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical NO 4 33 KARUMARI AMMAN KOVIL STREET MEIYUR KUPPAM SADRAS KALPAKKAM 603 102 CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603102 | - | - | Rejected-Technical Disqualified on account of not meeting solvency as per NIT |
| Sl No | Description | Qty | Unit | S PERIYASAMY L2 | S KARUNAKARAN L1 |
|---|---|---|---|---|---|
| 1.00 | Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | 170 | Cu.m. | 250 ₹42,500 | 100 ₹17,000 Lowest |
| 2.00Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements. 2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road. | |||||
| 2.01 | Lead charges for lead Exceeding 4 kilometre but not exceeding 5 kilometre | 20 | Cu.m. | 400 ₹8,000 | 250 ₹5,000 Lowest |
| 3.00Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.01 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 65 | Cu.m. | 450 ₹29,250 | 250 ₹16,250 Lowest |
| 4.00 | Providing and laying plain cement concrete 1:4.5:8 using 25mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. | 8 | Cu.m. | 5,500 ₹44,000 Lowest | 7,000 ₹56,000 |
| 5.00Providing and constructing brick masonry at all lifts using well burnt stock bricks / Flyash bricks in cement mortar 1:5 using crushed stone sand including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following | |||||
| 5.01 | Upto FFL | 5 | Cu.m. | 9,500 ₹47,500 | 7,500 ₹37,500 Lowest |
| 6.00 | Providing plastering to the external surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 20mm thick in two coats including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. | 100 | Sq.m. | 350 ₹35,000 Lowest | 410 ₹41,000 |
| 7.00 | Laying of existing RCC precast Slab of 40mm to 75mm thickness carefully without obstructing the adjacent structures including stacking, shifting upto 1km lead, loading, unloading, levelling, 12mm wide x 20mm depth pointing of the precast slabs with cement mortar 1:3, labour, tools required, curing, cleaning after laying etc. complete in all respects as directed by the Engineer-in-Charge. Note: The joints between the precast slabs laid should be filed with locally available earth except 20mm from the top surface including ramming it should pointed with cement mortar 1:3. | 30 | Sq.m. | 250 ₹7,500 Lowest | 750 ₹22,500 |
Tender Value
₹7.2 L
EMD Value
₹14,340
Closing Date
25 Mar 2026, 11:30 amClosed
Chief Engineer, CEG
Room No. 222, CDO Building, Indira Gandhi Centre for Atomic Research, Kalpakkam - 603102.
Refurbishment of mechanical maintenance building at FRTG, IGCAR, Kalpakkam.
2026_IGCAR_901898_1
CEG/IGC/2162/2026
Open Tender
Civil Works
Item Rate
90 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹14,340
10 Apr 2026
11 Mar 2026
26 Mar 2026
12 Mar 2026
25 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | 170 | Cu.m. | - | - |
| 2Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements. 2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road. | |||||
| 2.01 | Lead charges for lead Exceeding 4 kilometre but not exceeding 5 kilometre | 20 | Cu.m. | - | - |
| 3Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.01 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 65 | Cu.m. | - | - |
| 4 | Providing and laying plain cement concrete 1:4.5:8 using 25mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. | 8 | Cu.m. | - | - |
| 5Providing and constructing brick masonry at all lifts using well burnt stock bricks / Flyash bricks in cement mortar 1:5 using crushed stone sand including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following | |||||
| 5.01 | Upto FFL | 5 | Cu.m. | - | - |
| 6 | Providing plastering to the external surfaces of brickwork/concrete at all elevations/levels in cement mortar 1:5 using crushed stone sand, 20mm thick in two coats including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. | 100 | Sq.m. | - | - |
| 7 | Laying of existing RCC precast Slab of 40mm to 75mm thickness carefully without obstructing the adjacent structures including stacking, shifting upto 1km lead, loading, unloading, levelling, 12mm wide x 20mm depth pointing of the precast slabs with cement mortar 1:3, labour, tools required, curing, cleaning after laying etc. complete in all respects as directed by the Engineer-in-Charge. Note: The joints between the precast slabs laid should be filed with locally available earth except 20mm from the top surface including ramming it should pointed with cement mortar 1:3. | 30 | Sq.m. | - | - |
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