Loading
Loading…
Loading…
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
4 Sept 2026, 5:00 pm
CHIEF ENGINEER, RRCAT, INDORE
CSD OFFICE RRCAT INDORE
Carrying out Geotechnical Investigation works for proposed HBSRS project at RRCAT, Indore
2026_RRCAT_921549_1
RRCAT/CSD/CCC/W-4416/26/01 dated 10.08.2026
Open Tender
Civil Works
Item Rate
450 days
RRCAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹5.5 L
CSD OFFICE RRCAT INDORE
12 Aug 2026
12 Aug 2026
11 Sept 2026
13 Aug 2026
4 Sept 2026
28 Aug 2026
21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Important Notes (applicable to the entire work): 1. The bidder must possess valid EPF & ESIC registration. 2. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 3. The payment of wages to labourers should be made through bank 4. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 5. Bidders are encouraged to visit site to understand the intricacies of the work before quoting. 6. It is mandatory to obtain police verification of the personnel to be deployed at site from Office of the Superintending of Police, District Indore before they are allowed to work at site | |||||
| 0.9 | Part A : Borehole Drilling and Associated Tests | - | - | - | - |
| 1Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means. Select excavated soil shall be carefully packed and sealed to be used for carrying out various tests on soil. The remaining soil shall be refilled in the excavated pit after extraction of samples for testing. (Depth of excavation shall be measured from the existing average ground level.) | |||||
| 1.1 | upto a depth not exceeding 1.5 m from Ground Level (GL) | 110 | Cum | - | - |
| 1.2 | 1.5 - 3.0 m from GL | 40 | Cum | - | - |
| 1.3 | 3.0 - 4.5 m from GL | 30 | Cum | - | - |
| 1.4 | 4.5 - 6.0 m from GL | 20 | Cum | - | - |
| 2Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means. Select excavated soft rock shall be carefully packed and sealed to be used for carrying out various tests on soil. The remaining soil shall be refilled in the excavated pit after extraction of samples for testing. | |||||
| 2.1 | upto a depth not exceeding 1.5 m from Ground Level (GL) | 20 | Cum | - | - |
| 2.2 | 1.5 - 3.0 m from GL | 80 | Cum | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.05 MB
1NIT.pdf
Tender Documents • 1.03 MB
4SchB.pdf
Tender Documents • 0.27 MB
5drawingLayout.pdf
Tender Documents • 7.47 MB
6SpecsGeotech.pdf
Tender Documents • 1.57 MB
9BiddersEligibilityCriterion.pdf
Tender Documents • 0.50 MB
2CCC.pdf
Tender Documents • 3.68 MB
ScheduleA.pdf
Tender Documents • 0.62 MB
BOQ_968419.xls
BOQ • 0.37 MB
8SGF.pdf
Tender Documents • 9.17 MB
7SpecsCivil.pdf
Tender Documents • 2.91 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].