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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAdmitted-Finance 147 A BASEMENT SANT NAGAR EAST OF KAILASH NEW DELHI 110 065 | SOUTH | DELHI | 110065 | ₹29.6 L | L1 | Admitted-Finance |
| 2 | L2₹36.6 LAdmitted-Finance 611 B E BLOCK GREATER KAILASH 2 NEW DELHI 110048 | SOUTH EAST | DELHI | 110048 | ₹36.6 L | L2 | Admitted-Finance |
| 3 | L3₹57.3 LAdmitted-Finance | ₹57.3 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Sakhuja Mallick and Associates L1 | Murty And Manyam L3 | Renaissance Arch Consultant Pvt Ltd L2 |
|---|---|---|---|---|---|---|
| 1.00SURVEY & SOIL INVESTIGATION SHOULD BE QUOTED in Item Rate for S.NO - 2 &11 | ||||||
| 2.00 | Conducting electrical conductivity test at 1 various locations and submission of report. The survey will be got done by reputed & specified as approved by Department agency only | 1 | JOB | 25,000 ₹25,000 | 50,000 ₹50,000 | 1,65,047.08 ₹1.7 L |
| 3.00Making 100mm dia or NX size dia bore in any soil strata up to 15 m depth and collecting/conducting SPT/UDS/DS( which ever applicable ) at the depths of 1m , 2m ,3m, 4m, 5m, 6m, 8m and 10m, 12m & 15m including mobilisation / demobilisation a nd Shifting of men and equipments. Mobilisation of tools and equipments from laboboratory to site and back for conducting soil Investigation work at site including Shifting machinary from one hole to another including claring and removing of all vegatation, Constructions, bushes shrubs etc., (4x15m ) | ||||||
| 4.00 | i) In soil/ SDR(4 X13 m ) | 52 | RMT | 2,800 ₹1.5 L | 4,000 ₹2.1 L | 3,000 ₹1.6 L |
| 5.00 | ii) In hard rock (4 x 2 m ) | 8 | RMT | 3,200 ₹25,600 | 10,000 ₹80,000 | 5,000 ₹40,000 |
| 6.00 | Carrying out various laboratory tests of SPT/UDS/DS samples at alternate depths (which ever applicable | 4 | Per Bore Hole | 10,000 ₹40,000 | 25,000 ₹1 L | 50,000 ₹2 L |
| 7.00 | Sieve analysis , atterberg’s limit, FMC, Bulk density , specific gravity , shear test for cohesion and angel of shearing resistance and DFS test | 4 | LS | 10,000 ₹40,000 | 25,000 ₹1 L | 50,000 ₹2 L |
| 8.00Preparation of rock sample and conducting of the following test | ||||||
| 9.00 | I) Bulk density , water absorption and compression strength | 4 | Per Bore Hole | 10,000 ₹40,000 | 25,000 ₹1 L | 12,000 ₹48,000 |
| 10.00 | submitting of sub-soil investigation reprot in triplicate giving site plan showing test point sub soil profile, results of fields investigation, laboratory test results calculation of safe bearing capacity, recommendations & preparation reagarding type of foundation. | 1 | LS | 50,000 ₹50,000 | 50,000 ₹50,000 | 1,25,000 ₹1.3 L |
Tender Value
₹66 L
EMD Value
₹1.3 L
Closing Date
15 May 2026, 3:00 pmClosed
G Sreelakshmi Addl CCE
CCE RND SOUTH PB NO 1569 AKBAR ROAD SECUNDERABAD
Consultancy Services for Assembly Building and Related Infrastructure and Power Supply for Project PARAKRAM at CAS SHAMIRPET
2026_DRDO_906658_1
23441/CONS/PARAKRAM/PLG
Open Tender
Consultancy
HYDERABAD
AS PER NIT AND PQ
2 documents required · 2 mandatory
₹1,000
GM DRDO
₹1.3 L
17 Jun 2026
27 Apr 2026
19 May 2026
27 Apr 2026
15 May 2026
5 May 2026
28 Apr 2026 - 5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | SURVEY & SOIL INVESTIGATION SHOULD BE QUOTED in Item Rate for S.NO - 2 &11 | - | - | - | - | 1 |
| 2 | Conducting electrical conductivity test at 1 various locations and submission of report. The survey will be got done by reputed & specified as approved by Department agency only | 1 | JOB | - | - | 2 |
| 3 | Making 100mm dia or NX size dia bore in any soil strata up to 15 m depth and collecting/conducting SPT/UDS/DS( which ever applicable ) at the depths of 1m , 2m ,3m, 4m, 5m, 6m, 8m and 10m, 12m & 15m including mobilisation / demobilisation a nd Shifting of men and equipments. Mobilisation of tools and equipments from laboboratory to site and back for conducting soil Investigation work at site including Shifting machinary from one hole to another including claring and removing of all vegatation, Constructions, bushes shrubs etc.,
(4x15m ) | - | - | - | - | 3 |
| 4 | i) In soil/ SDR(4 X13 m ) | 52 | RMT | - | - | 4 |
| 5 | ii) In hard rock (4 x 2 m ) | 8 | RMT | - | - | 5 |
| 6 | Carrying out various laboratory tests of SPT/UDS/DS samples at alternate depths (which ever applicable | 4 | Per Bore Hole | - | - | 6 |
| 7 | Sieve analysis , atterberg’s limit, FMC, Bulk density , specific gravity , shear test for cohesion and angel of shearing resistance and DFS test | 4 | LS | - | - | 7 |
| 8 | Preparation of rock sample and conducting of the following test | - | - | - | - | 8 |
| 9 | I) Bulk density , water absorption and compression strength | 4 | Per Bore Hole | - | - | 9 |
| 10 | submitting of sub-soil investigation reprot in triplicate giving site plan showing test point sub soil profile, results of fields investigation, laboratory test results calculation of safe bearing capacity, recommendations & preparation reagarding type of foundation. | 1 | LS | - | - | 10 |
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