Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
21 Oct 2026, 11:30 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Engineer, CEG
Room No. 222, CDO Building, Indira Gandhi Centre for Atomic Research, Kalpakkam - 603102.
Improvement of Existing Boundary Wall on the West Side of Edaiyur Bridge and Replacement of Damaged Concertina Coil on the East Side of KKM Gate at IGCAR, Kalpakkam.
2026_IGCAR_929200_1
CEG/IGC/2239/2026
Open Tender
Construction Works
EPC Contract
365 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.9 L
7 Oct 2026
7 Oct 2026
22 Oct 2026
8 Oct 2026
21 Oct 2026
9 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Heavy jungle area including cutting all unwanted plants, branches, twigs, wild growth, trees and saplings of girth upto 30cm, uprooting of rank vegetation etc. complete, and disposing the same as place specified by Engineer, transporting at contractors own cost complete all as directed by the Engineer-in-Charge. The useful firewood if any, shall be cut and stacked at the place (with 100metres lead) as directed by the Engineer-in-Charge. The rate shall include the cost of cutting and disposal. Note: The unwanted plants, branches, twigs, wild growth, trees and saplings are to be periodically collected and transported to dumping yard or place as directed by Engineer-in-Charge. During execution period any damages shall be rectified to the original at contractor cost. The measurement for payment shall be taken prior to cut the jungle and as directed by the Engineer-in-Charge. The rate shall include the cost of labour, transportation, loading, and unloading at dumpyard or place as directed by Engineer-in-Charge. | 600 | Sq.m. | - | - |
| 2 | Fixing and removing the temporary Chain link fencing of height 2.5 to 3.0 m using M.S angle, Chainlink fence supplied by department stores with all the necessary earthwork, shifting of existing chain link fencing, labours etc. complete and as directed by the Engineer-in-Charge. Note: 1)Required quantity of M.S angle, Chain link fencing about 200m length of work shall be supplied by Department stores. 2) Transporting the angle, chainlink fence is in the scope of contractor. 3) M.S angle, chain link fence should be properly maintained and handing over to the department after completion of work is in the scope of this item. 4) Stability of fencing and maintenance of the same is in scope of contractor. | 375 | Sq.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 exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 470 | Cu.m. | - | - |
| 3.02 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 80 | 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. | 6 | Cu.m. | - | - |
| 5Providing and laying cast insitu controlled cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates and crushed stone sand including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete including dewatering wherever necessary all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 5.01 | M20 grade with 300 kg. of cement per cu.m. of concrete upto plinth level | 35 | Cu.m. | - | - |
| 6Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates and crushed stone sand including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 6.01 | M30 grade with 370 kg. of cement per cu.m. of concrete upto plinth level | 140 | Cu.m. | - | - |
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 • 0.48 MB
2239technicalbid.pdf
Tender Documents • 2.78 MB
BOQ_976474.xls
BOQ • 0.32 MB
2239Undertakingsandformoftender.pdf
Tender Documents • 0.22 MB
2239FormsACDFGHforfillinganduploading.xls
Tender Documents • 0.08 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 .