Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAdmitted-Finance | ₹31.4 L | L1 | Admitted-Finance |
| 2 | L2₹33.8 L+₹2.4 L (7.53%)Admitted-Finance NO 45 MELPERUMALCHERRY VILLAGE POST KALPAKKAM CHENGALPATTU 603 102 | KALPAKKAM | CHENGALPATTU | TAMIL NADU | 603102 | ₹33.8 L+₹2.4 L (7.53%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | THIRU ENTERPRISES L1 | M RAJKUMAR CIVIL AND MECHANICAL CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Earthwork excavation by manual means 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. | |||||
| 1.01 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 265 | Cu.m. | 530 ₹1,40,450 Lowest | 550 ₹1,45,750 |
| 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. | 16 | Cu.m. | 1,000 ₹16,000 Lowest | 1,250 ₹20,000 |
| 3.00 | Demolishing Stone rubble masonry 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 as per direction of Engineer-in-charge. | 3 | Cu.m. | 1,500 ₹4,500 | 1,400 ₹4,200 Lowest |
| 4.00 | 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. | 10 | Cu.m. | 1,500 ₹15,000 | 1,450 ₹14,500 Lowest |
| 5.00 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. | 10 | Cu.m. | 2,000 ₹20,000 Lowest | 2,500 ₹25,000 |
| 6.00 | Dismantling old plaster or skirting raking out joints without disturbing structure and cleaning the surface for plaster at all levels including disposal of rubbish to the dumping ground within 50 metres lead all as per specifications and directed by the Engineer-in-charge. | 60 | Sq.m. | 60 ₹3,600 | 50 ₹3,000 Lowest |
| 7.00 | Providing and erecting system for dewatering and drainage of water as from site to main drain so as to retain the excavated formation dry for the duration required by the Engineer-in-Charge including cost of all equipment’s, consumables, site protection etc. all as per specification and as directed by the Engineer-in-Charge. | 630 | kWH | 30 ₹18,900 Lowest | 40 ₹25,200 |
| 8.00 | Supplying and filling in basement with Quarry dust, filling in layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, levelling, dressing the top surface to the required level complete all as per specification and as directed by the Engineer-in-Charge. | 60 | Cu.m. | 1,700 ₹1,02,000 | 1,600 ₹96,000 Lowest |
| 9.00Conveying 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. | |||||
Tender Value
₹30.0 L
EMD Value
₹59,960
Closing Date
12 Aug 2026, 11:30 amClosed
Chief Engineer, CEG
Room No. 222, CDO Building, Indira Gandhi Centre for Atomic Research, Kalpakkam - 603102.
Repairing of storm water drains inside the RCL Complex at IGCAR, Kalpakkam.
2026_IGCAR_919674_1
CEG/IGC/2220/2026
Open Tender
Construction Works
Item Rate
240 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹59,960
3 Sept 2026
29 Jul 2026
13 Aug 2026
30 Jul 2026
12 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation by manual means 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. | |||||
| 1.01 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 265 | 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. | 16 | Cu.m. | - | - |
| 3 | Demolishing Stone rubble masonry 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 as per direction of Engineer-in-charge. | 3 | Cu.m. | - | - |
| 4 | 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. | 10 | Cu.m. | - | - |
| 5 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. | 10 | Cu.m. | - | - |
| 6 | Dismantling old plaster or skirting raking out joints without disturbing structure and cleaning the surface for plaster at all levels including disposal of rubbish to the dumping ground within 50 metres lead all as per specifications and directed by the Engineer-in-charge. | 60 | Sq.m. | - | - |
| 7 | Providing and erecting system for dewatering and drainage of water as from site to main drain so as to retain the excavated formation dry for the duration required by the Engineer-in-Charge including cost of all equipment’s, consumables, site protection etc. all as per specification and as directed by the Engineer-in-Charge. | 630 | kWH | - | - |
| 8 | Supplying and filling in basement with Quarry dust, filling in layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, levelling, dressing the top surface to the required level complete all as per specification and as directed by the Engineer-in-Charge. | 60 | Cu.m. | - | - |
| 9Conveying 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. | |||||
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.47 MB
2220technicalbid.pdf
Tender Documents • 2.84 MB
2220Undertakingsandformoftender.pdf
Tender Documents • 0.22 MB
2220FormsACDFGHforfillinganduploading.xls
Tender Documents • 0.08 MB
BOQ_966471.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .