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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.8 CrAccepted-Finance | L1 | Accepted-Finance FIANCIAL BID FOUND IN ORDER | |
| 2 | L2₹93.2 Cr+₹13.4 Cr (16.8%)Accepted-Finance 26 340 4 D1 M S NAGAR NANDYAL KURNOOL 518502 | L2 | Accepted-Finance FIANCIAL BID FOUND IN ORDER | |
| 3 | L3₹103.6 Cr+₹23.8 Cr (29.9%)Accepted-Finance | L3 | Accepted-Finance FIANCIAL BID FOUND IN ORDER |
Tender Value
₹80 Cr
EMD Value
₹80 L
Closing Date
8 Mar 2025, 4:00 pmClosed
REGISTRAR
630, GNANA MARG, SRICITY, ANDHRAPRADESH
CONSTRUCTION OF ACADEMIC BUILDING AND HOSTEL BUILDING
2025_IITS_850545_1
IIITS_NIT_029R_2025
Open Tender
Civil Works - Buildings
Works
IIIT SRICITY CHITTOOR ANDHRAPRADESH
CONTRACTORS WITH SIMILAR WORK EXPERIENCE IN FRAMED STRUCTURE BUILDINGS AND SHEAR WALL CONSTRUCTION
7 documents required · 7 mandatory
₹0
₹80 L
8 May 2025
22 Feb 2025
10 Mar 2025
22 Feb 2025
8 Mar 2025
22 Feb 2025
22 Feb 2025 - 7 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART - A: ACADEMIC BLOCK [AB2] - CIVIL WORKS | - | - | - | - |
| - | SUB HEAD 1.0 : EARTH WORK | - | - | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 500m and lift upto 1.5m, disposed earth to be levelled and neatly dressed as directed by Engineer-in- charge. | - | - | - | - |
| - | During the excavation if required Contractor has to arrange & shoring with suitable method. Contractors should give their proposal for method of shoring & get approved from the Engineer-in-charge/ Architect before commencement of excavation at site. No extra amount shall be claimed by the contractor on this account and his quoted rates shall be deemed to include shoring if required. The Contractor to make his assessment for the same. | - | - | - | - |
| - | During the excavation if required Contractor has to arrange & run Dewatering Bore to maintain site water table below 1 mtr from deepest foundation level including casing, perforated pipes, soil filter, Submersible pumps, connecting wire, including all tools and tackles, connecting the discharge pipe to nearest drain from site premises. Contractor must ensure all safety and ensure backup pumps in case of any breakdown. The complete system is to be installed as per engineer's satisfaction. Cost is inclusive of Providing and running Diesel Generator (1 Running/ 1 Standby) with required fuel. Contractor has to arrange & maintain temporary drainage system till completion of Foundation casting & curing period of foundation. disposal of extracted water in accordance with environmental regulations; and restoration of the site post-dewatering. All work should comply with relevant safety standards and local regulations, ensuring minimal disruption to the surrounding environment and structures.No extra amount shall be claimed by the contractor on this account and his quoted rates shall be deemed to include dewatering if required. The Contractor to make his assessment for the same. | - | - | - | - |
| - | All kinds of soil | 25,969 | Cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 500 m and lift upto 1.5 m. | 1,752 | Cum | - | - |
| - | Extra for Excavating every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | - | - | - | - |
| - | All kind of soil | - | - | - | - |
| - | 1.5m to 3.0m Excavation | 17,768 | Cum | - | - |
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