Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC PLOT NO 201 202 DMR CORPORATE 2ND FLOOR KAVERI HILLS PHASE 2 MADHAPUR HYDERABAD 500 033 | HYDERABAD | TELANGANA | 500033 | ₹19.0 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹21.2 L+₹2.2 L (11.8%)Rejected-Finance | ₹21.2 L+₹2.2 L (11.8%) | L2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical 147 A BASEMENT SANT NAGAR EAST OF KAILASH NEW DELHI 110 065 | SOUTH | DELHI | 110065 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Continentaldesigners L2 | NHANCE CONSULTING ENGINEERS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00SURVEY & SOIL INVESTIGATION | |||||
| 2.00 | Conducting electrical conductivity test at 4 various locations and submission of report. The survey will be got done by reputed & specified as approved by Department agency only | 1 | JOB | 20,000 ₹20,000 | 4,000 ₹4,000 Lowest |
| 3.00Making 100mm dia or NX size dia bore in any soil strata up to 10m depth and collecting/conducting SPT/UDS/DS( which ever applicable ) at the depths of 1m , 2m ,3m, 4m, 5m, 6m, 8m and 10m, (5X10 m ) Including Mobilizationof tools and equipments from laboratory to site and back forconducting soil Investigation work at site including shifting machinery from one hole to another including clearing and remlving of all vegatation, onstructions, bushes shrubs etc., | |||||
| 4.00 | i) In soil/ SDR(5 x 8 m ) | 40 | RMT | 1,400 ₹56,000 | 1,000 ₹40,000 Lowest |
| 5.00 | ii) In hard rock (5 x 2 m ) | 10 | RMT | 2,600 ₹26,000 Lowest | 3,000 ₹30,000 |
| 6.00 | Carrying out various laboratory tests of SPT/UDS/DS samples at alternate depths (which ever applicable | 5 | Per Bore Hole | 4,000 ₹20,000 | 3,500 ₹17,500 Lowest |
| 7.00 | Sieve analysis , alterberg’s limit, FMC, Bulk density , specific gravity , shear test for cohesion and angel of shearing resistance and DFS test | 5 | LS | 6,000 ₹30,000 | 3,000 ₹15,000 Lowest |
| 8.00Preparation of rock sample and conducting of the following test | |||||
| 9.00 | I) Bulk density , water absorption and compression strength | 5 | Per Bore Hole | 6,000 ₹30,000 | 3,000 ₹15,000 Lowest |
| 10.00 | submitting of sub-soil investigation reprot in triplicate giving site plan showing test point sub soil profile, results of fields investigation, laboratory tst results calculation of safe bearing capacity, recommendations & preparation reagarding type of foundation | 1 | LS | 8,000 ₹8,000 | 5,000 ₹5,000 Lowest |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
6 Nov 2025, 3:00 pmClosed
G SREELAKSHMI ADDL CCE
POST BOX NO1569 AKBAR ROAD SECUNDERABAD 500009
Consultancy Services for Provision of Advanced Technical support and utility infrastructure at chess Kanchanbagh Hyderabad
2025_DRDO_882153_1
23392/CIV/CWIS/CHESS/Plg
Open Tender
Consultancy
Percentage
1085 days
CHESS RCI HYDERABAD
as per nit
2 documents required · 2 mandatory
₹500
CCERND South
₹80,000
4 Dec 2025
17 Oct 2025
7 Nov 2025
17 Oct 2025
6 Nov 2025
27 Oct 2025
19 Oct 2025 - 27 Oct 2025
Amount
SURVEY & SOIL INVESTIGATION
Conducting electrical conductivity test at 4 various locations and submission of report. The survey will be got done by reputed & specified as approved by Department agency only
Making 100mm dia or NX size dia bore in any soil strata up to 10m depth and collecting/conducting SPT/UDS/DS( which ever applicable ) at the depths of 1m , 2m ,3m, 4m, 5m, 6m, 8m and 10m, (5X10 m ) Including Mobilizationof tools and equipments from laboratory to site and back forconducting soil Investigation work at site including shifting machinery from one hole to another including clearing and remlving of all vegatation, onstructions, bushes shrubs etc.,
i) In soil/ SDR(5 x 8 m )
ii) In hard rock (5 x 2 m )
Carrying out various laboratory tests of SPT/UDS/DS samples at alternate depths (which ever applicable
Sieve analysis , alterberg’s limit, FMC, Bulk density , specific gravity , shear test for cohesion and angel of shearing resistance and DFS test
Preparation of rock sample and conducting of the following test
I) Bulk density , water absorption and compression strength
submitting of sub-soil investigation reprot in triplicate giving site plan showing test point sub soil profile, results of fields investigation, laboratory tst results calculation of safe bearing capacity, recommendations & preparation reagarding type of foundation
Carrying out SPT/UDS/DS tests while progresssing the foun dation works and submit reports of SBC and 'N' values
CONSULTANCY SERVICES SHOULD BE QUOTED IN to Percentage % for S.No:13-14
Building including internal services : Consultancy Services for detailed planning, designing and detailed engineering including preparation of detailed architectural, structural and service drawings etc., for the proposed buildings/ structure including internal services as per detailed scope of work given in Para-2.1(A) including proof checking for structural design from third party.
Consultancy Services for detailed planning, designing and detailed engineering for special items of work all as per the detailed scope of work given in Para-2.1 and MEP services, Road & drains (As per scope of work)
Continentaldesigners (BID ID -3312448)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.PDF
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Document
1.64 MB
Document
0.41 MB
Document
0.26 MB
Document
0.58 MB
BOQ
BOQ • 0.28 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 .