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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All documents submitted |
| 2 | Accepted-Technical | Accepted-Technical All document submitted |
| 3 | Accepted-Technical | Accepted-Technical All document submitted |
| 4 | Accepted-Technical | Accepted-Technical All document submitted |
| 5 | Rejected-Technical | Rejected-Technical Not meeting eligibility criteria as per NIT |
Tender Value
₹16 Cr
EMD Value
₹16 L
Closing Date
15 Jun 2026, 4:00 pmClosed
Dean, Infrastructure and Planning
IIIT Sri City, 630 Gnan Marg, Sri City Chittoor, Andhra Pradesh
Construction of Composite Structure (RCC and PEB) for Multipurpose Sports Block
2026_IITS_902795_2
IIITS/NIT/MSB/2026/039
Open Tender
Construction Works
Item Rate
450 days
IIIT Sri City
As per Eligibility Criteria mentioned in NIT
4 documents required · 4 mandatory
₹0
₹16 L
IIIT Sri City
11 Sept 2026
18 May 2026
16 Jun 2026
18 May 2026
15 Jun 2026
19 May 2026
19 May 2026 - 27 May 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | MSB - CIVIL WORKS | - | - | - | - |
| - | SUB HEAD 1.0 : EARTH WORK | - | - | - | - |
| - | 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.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto50 m and lift upto 1.5 m. | - | - | - | - |
| - | All kinds of soil | 6,097 | Sqm | - | - |
| - | 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 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed as directed by Engineer-in- charge.
All kinds of soil | 2,754 | Cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within campus premises.
All kinds of soil | 50 | 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 50 m and lift upto 1.5 m. | 3,631 | Cum | - | - |
| - | Supplying and filling in plinth with M-Sand under floors, including watering, ramming, consolidating and dressing complete. The work includes supplying and filling in plinth with M-Sand (Manufactured Sand) under floors. The M-Sand shall be clean, well-graded, and free from impurities. The filling shall be done in layers not exceeding 200mm in thickness. Each layer shall be thoroughly watered, rammed, and consolidated to achieve the desired compaction. The surface shall be dressed to the required level and slope as specified. All work shall be carried out in accordance with relevant standards and best practices, ensuring a stable and well-compacted base for the flooring. | 100 | Cum | - | - |
| - | Extra for Excavating every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-All Kinds of soil.
-1.5m to 3.0m Excavation | 877 | Cum | - | - |
| - | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 341 | Cum | - | - |
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