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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
10 Jun 2026, 11:30 am5d left
Chief Engineer, CEG
Room No. 222, CDO Building, Indira Gandhi Centre for Atomic Research, Kalpakkam - 603102.
Revamping of Fire water line in various place and allied works etc., in IGCAR at Kalpakkam.
2026_IGCAR_910479_1
CEG/IGC/2197/2026
Open Tender
Construction Works
300 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.0 L
27 May 2026
27 May 2026
11 Jun 2026
28 May 2026
10 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork 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. | |||||
| 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. | 1,000 | Cu.m. | - | - |
| 1.02 | 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 50 metres. | 25 | 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. | 60 | Cu.m. | - | - |
| 3 | Providing and laying plain cement concrete 1:4:8 using 40mm 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. | 7 | Cu.m. | - | - |
| 4Construction of Inspection / valve chamber of following size internally upto 1.00metre depth with brick masonry walls of 230/345mm thick using stock bricks in cement mortar 1:5 using crushed stone sand with necessary brick carbelling as required, plastering with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement inside chamber and with cement mortar 1:5 using crushed stone sand, 12mm thick for external sides of the chamber including excavation in all types of soils, back filling, providing and laying 150mm thick PCC 1:4.5:8 using 40mm size granite aggregates and crushed stone sand for foundation concrete forming benching in PCC 1:2:4 using 20mm maximum size graded aggregate and using crushed stone sand etc. complete all as per specification, drawing and as directed by the Engineer-in-Charge. | |||||
| 4.01 | Inspection / valve chamber of internal size 1200x900mm | 40 | Nos. | - | - |
| 4.02 | Extra depth over initial depth of 1 metre or part of a metre depth with necessary modification to the thickness of chamber wall to suit site requirement as per drawing and as directed by the Engineer-in-Charge of Inspection / valve chamber of size 1200x900mm | 5 | Metres | - | - |
| 5Providing and fixing in position the following sizes of Cast iron sluice valves Kirloskar or Leader or Kartar or approved equivalent make’ conforming to IS 780 class I non-raising spindle ends flanged and drilled to IS 8329:2000 and IS 9523:2000 to PN 16 classification etc. complete all as directed by the Engineer-in-Charge. (Making flanged joints will be paid for separately under relevant items.) | |||||
| 5.01 | 250mm dia | 20 | Nos. | - | - |
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