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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
₹57.8 L
EMD Value
₹1.2 L
Closing Date
18 Nov 2026, 11:30 am6d left
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.
Providing the view cutter above existing compound wall at eastern boundary of KKM gate at IGCAR, Kalpakkam.
2026_IGCAR_932878_1
CEG/IGC/2245/2026
Open Tender
Civil Works
Item Rate
180 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.2 L
5 Nov 2026
5 Nov 2026
19 Nov 2026
5 Nov 2026
18 Nov 2026
6 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/pipe and sleeves/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, sag rod, square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge. Note: Lifting device arrangements if any required also arranged by the contractor at his own cost. | 15 | M.T. | - | - |
| 2 | Providing and applying at all levels Two coats of Polyuerthane paint on steel surface and other required internal surface at all levels with Apcothane CF 675 PU 240 Nickel Grey paint of ‘Asian’ or approved equivalent brand, colour and manufacturer, to give an even shade including one under coat of suitable Epoxy/PU primer, preparation of the surfaces complete all as per specification and as directed by the Engineer-in-Charge | 400 | Sq.m. | - | - |
| 3 | Clearing light jungle area of all kinds of shrubs, bulb weeds, grass, small plants, branches including cutting all unwanted plants, branches, twigs, wild growth, thorny leaves 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. Note: The unwanted cut bulb weeds, wild grass, unwanted vegetation are to be periodically collected and transported to dumping yard. 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. | 240 | Sq.m. | - | - |
| 4 | Providing and fixing 4mm thick natural anodised aluminium perforated sheet, having 5 mm dia circular holes at 8 mm c/c staggered pitch, with minimum 10 micron anodised coating suitable for external/coastal exposure, including approved SS screws/bolts, nuts, washers, cutting, drilling, alignment, fixing and all necessary accessories, complete as per drawings, manufacturers recommendations and as directed by the Engineer-in-Charge. | 300 | Sq.m. | - | - |
| 5Earthwork 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. | |||||
| 5.01 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. | 240 | Cu.m. | - | - |
| 6 | Providing and laying plain cement concrete 1:4:8 using 20mm 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. | 11 | Cu.m. | - | - |
| 7Providing 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. | |||||
| 7.01 | M30 grade with 370 kg. of cement per cu.m. of concrete upto plinth level | 55 | Cu.m. | - | - |
| 8 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement at all levels TMT bars of Fe500D grade steel conforming to IS:1786 SAIL or VIZAG or approved equivalent make and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see point 7 of Section VIII, General Information for Guidance of Tenderers. | 5.5 | M.T. | - | - |
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