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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹403.4 CrAccepted-AOC | L1 | Accepted-AOC As per Tender | |
| 2 | L2₹467.3 Cr+₹63.8 Cr (15.8%)Rejected-Finance 605 607 6 FLOOR SHRIKANT CHAMBERS PHASE 1 6 FLOOR ADJACENT TO R K STUDIOS MUMBAI 400071 MAHARASHTRA INDIA | L2 | Rejected-Finance As per Tender | |
| 3 | Rejected-Technical | - | Rejected-Technical As Per PQ |
Tender Value
Refer Docs
EMD Value
₹1.9 Cr
Closing Date
6 Nov 2024, 3:00 pmClosed
Managing Director
No.4, Rajiv Gandhi Salai, Taramani, Chennai 600113
Construction of IT office Building Ground Floor plus 6 floors plus Terrace Including Civil Construction Interior Finishing Works MEP Works and Other Allied Development Works at Tiruchirappalli
2024_TIDEC_490587_1
TIDEL/2024-25/25
Open Tender
Construction Works
Works
540 days
Tiruchirappalli
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.9 Cr
Tidel Park Ltd Chennai
13 Feb 2025
4 Oct 2024
7 Nov 2024
4 Oct 2024
6 Nov 2024
28 Oct 2024
4 Oct 2024 - 21 Oct 2024
21 Oct 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing light Jungle on road side including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness..etc., all complete in all respects complying with relevant standard specification as directed by the departmental officers. | 58,000 | Sqm | - | - |
| 2 | Providing Pre – Constructional Anti – Termite Treatment and creating a Chemical Barrier to the building by injecting chemical emulsion of required concentration under grade slab and grade beam, footings, column pits, trenches, pits, tunnels, wall trenches, back fill, plinth filling, junction of wall and floor. Retaining / side walls, external perimeter of building, surrounding of pipes, expansion joints, below U.G. sump and retaining / side walls etc. as per instructions of chemical manufacturer and all as directed. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 or equivalent BS specification. The chemical to be used as insecticide for the treatment shall be Biflex Tc, TC stands for Termiticide Concentrate for Termite Control (Bifenthrin) and the application shall be diluted 1 part of chemical Biflex Tc with 49 parts of water to get 0.05% emulsion and strictly in accordance with the manufacturer’s specification. | 20,020 | Sqm | - | - |
| 3 | Mobilisation & demobilisation charges inclusive of transportation to site assembling and dismantling the rotary pile equipment for all dia of pile employed for the works etc., complete complying with relevant standard specifications and as directed by the departmental officers. | 7 | Job | - | - |
| 4Bored cast in situ piles Installation of vertical cast in situ bored piles of following dia using design mix of grade M 40 reinforced cement concrete (using hard broken stone graded chips of size 20mm and less) by setting the bored cast in situ pile equipment's with all accessories and tools at each of locations based on the sequence of operations as directed by the Engineer-in-charge, boring for the piles from ground level in all soils to the required depth below cut off level to carry a safe working load not less than specified using transit bore mud circulation method (using bentonite clay of required density) inclusive of pile driving accessories, temporary casing pipe, bentonite solution of 10% of concrete with required specific density, mobilisation, transferring, installation of pile driving accessories from one location to another, over flow of concrete as minimum 1m from the pile termination level removal of mud from site up to a distance of 5km as directed by the departmental officers, cement is OPC or Sulphur resistance as per design recommendation, the length of pile to be embedded in the pile cap but excluding cost of steel and fabrication of reinforcement grills etc., complete complying with relevant standard specifications and as directed by the departmental officers. | |||||
| 4.1 | 900 mm dia pile | 6,900 | Rmt | - | - |
| 4.2 | 1000 mm dia pile | 2,600 | Rmt | - | - |
| 5Conducting Routine vertical compression load test for bored cast in situ RCC piles of following dia by direct loading in accordance with IS 2911 (part IV) 1985 dismantling the same after testing, including finishing pile head and supplying and erection of all kentledge of suitable magnitude as specified, labour, excavation, back filling, kentledge arrangements like jack, pump, hose, calibrated pressure gauge, calibrated dial gauges, crane & labours compaction. The test load as per (pile capacity, Test load (2.5 times of pile capacity), Kentledge load (25% of test load as per IS2911 Part IV)) for First test Before conducting test valid calibration submitted to the Engineer in-charge etc., complete complying with relevant standard specifications and as directed by the Engineer-in-Charge. | |||||
| 5.1 | 900mm dia pile | 1 | Per Test | - | - |
| 5.2 | 900mm dia pile | 4 | Per Test | - | - |
| 5.3 | 1000mm dia pile | 1 | Per Test | - | - |
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