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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Finance | ₹10.8 L | L1 | Admitted-Finance |
| 2 | L2₹11.3 L+₹44,820 (4.14%)Admitted-Finance | ₹11.3 L+₹44,820 (4.14%) | L2 | Admitted-Finance |
| 3 | L3₹12.0 L+₹1.2 L (10.6%)Admitted-Finance | ₹12.0 L+₹1.2 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹12.2 L+₹1.4 L (13.0%)Admitted-Finance | ₹12.2 L+₹1.4 L (13.0%) | L4 | Admitted-Finance |
| 5 | L5₹13.2 L+₹2.3 L (21.7%)Admitted-Finance | ₹13.2 L+₹2.3 L (21.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.MADHUKAR L3 | SEKAR AND SONS L4 | THIRU ENTERPRISES L2 | D JAYARAMAN L5 | S KARUNAKARAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. | 30 | Cu.m. | 1,300 ₹39,000 | 900 ₹27,000 Lowest | 1,200 ₹36,000 | 1,600 ₹48,000 | 1,175 ₹35,250 |
| 2.00 | Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge. | 45 | Cu.m. | 1,250 ₹56,250 | 800 ₹36,000 Lowest | 1,000 ₹45,000 | 1,500 ₹67,500 | 1,250 ₹56,250 |
| 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. | 57 | Cu.m. | 600 ₹34,200 | 450 ₹25,650 | 530 ₹30,210 | 550 ₹31,350 | 400 ₹22,800 Lowest |
| 4.00 | Providing gravel/murram backing/filling 75mm thick or 100mm thick (consolidated thickness) as per Engineer-in-Charge requirement for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer-in-Charge. | 10 | Cu.m. | 475 ₹4,750 Lowest | 1,900 ₹19,000 | 1,800 ₹18,000 | 2,100 ₹21,000 | 1,600 ₹16,000 |
| 5.00 | Supplying and injecting with approved quality chemical emulsion at the rate 1:29 ratio (1 part of chemical and 29 parts of water) and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all complete as per specification / IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 (six) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee. | 96 | Sq.m. | 115 ₹11,040 | 60 ₹5,760 | 100 ₹9,600 | 110 ₹10,560 | 40 ₹3,840 Lowest |
| 6.00Providing 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 | ||||||||
| 6.01 | Upto FFL | 52 | Cu.m. | 9,500 ₹4,94,000 | 9,500 ₹4,94,000 | 9,200 ₹4,78,400 | 11,000 ₹5,72,000 | 7,300 ₹3,79,600 Lowest |
| 7.00 | Providing and laying 40mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly and crushed stone sand and including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer-in-Charge. | 96 | Sq.m. | 400 ₹38,400 Lowest | 600 ₹57,600 | 450 ₹43,200 | 530 ₹50,880 | 440 ₹42,240 |
| 8.00 | Providing and laying 25mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4 using 10mm and below size hard broken granite stone jelly and crushed stone sand and including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer-in-Charge. | 85 | Sq.m. | 300 ₹25,500 Lowest | 500 ₹42,500 | 320 ₹27,200 | 380 ₹32,300 | 383 ₹32,555 |
Tender Value
₹12.6 L
EMD Value
₹25,180
Closing Date
13 May 2026, 11:30 amClosed
Chief Engineer, CEG
Room No. 222, CDO Building, Indira Gandhi Centre for Atomic Research, Kalpakkam - 603102.
Reformation of drain and plinth protection at HASL in IGCAR, Kalpakkam.
2026_IGCAR_906437_1
CEG/IGC/2188/2026
Open Tender
Civil Works
Item Rate
120 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹25,180
3 Jul 2026
29 Apr 2026
14 May 2026
30 Apr 2026
13 May 2026
1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. | 30 | Cu.m. | - | - |
| 2 | Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge. | 45 | 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. | 57 | Cu.m. | - | - |
| 4 | Providing gravel/murram backing/filling 75mm thick or 100mm thick (consolidated thickness) as per Engineer-in-Charge requirement for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer-in-Charge. | 10 | Cu.m. | - | - |
| 5 | Supplying and injecting with approved quality chemical emulsion at the rate 1:29 ratio (1 part of chemical and 29 parts of water) and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all complete as per specification / IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 (six) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee. | 96 | Sq.m. | - | - |
| 6Providing 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 | |||||
| 6.01 | Upto FFL | 52 | Cu.m. | - | - |
| 7 | Providing and laying 40mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly and crushed stone sand and including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer-in-Charge. | 96 | Sq.m. | - | - |
| 8 | Providing and laying 25mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4 using 10mm and below size hard broken granite stone jelly and crushed stone sand and including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer-in-Charge. | 85 | Sq.m. | - | - |
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