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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-2₹9.2 LAccepted-AOC PLOT NO 27 28 SHIV VIHAR EXT NALA ROAD BEHIND VIKAS PURI UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | ₹9.2 L | L-2 | Accepted-AOC Letter of Acceptance awarded to M/s National Engineering Consultants and Testing Laboratory being L-2 due to dis-qualification of L-1. |
| 2 | L-3₹14.6 LRejected-Finance PLOT NO 3 FIRST FLOOR SARHAUL OPP HIPA SECTOR 18 GURUGRAM 122001 HARYANA | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹14.6 L | L-3 | Rejected-Finance Rejected being
L-3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Dis-qualified Technically during evaluation. |
| Sl No | Description | Qty | Unit | XPLORER Consultancy Services Pvt Ltd L3 | GEO XEROX L1 | National Engineering Consultants & Testing Laboratory L2 |
|---|---|---|---|---|---|---|
| 1.00 | Mobilization & Demobilization of all equipments and man power | 1 | LS | 9,50,000 ₹9,50,000 | 4,80,000 ₹4,80,000 | 3,60,000 ₹3,60,000 Lowest |
| 2.00Geo-technical Investigations for Bridges/Flyovers/ ROBs etc. including testing (As per section VI & VII of Tender Document) | ||||||
| 2.01 | Boring in all types of soil (other than hard rock) including sampling and testing | 120 | RM | 2,000 ₹2,40,000 | 1,000 ₹1,20,000 Lowest | 3,000 ₹3,60,000 |
| 2.02 | Boring in hard rock including sampling and testing** | 26 | RM | 7,500 ₹1,95,000 | 1,000 ₹26,000 Lowest | 3,000 ₹78,000 |
| 3.00Pit investigation & testing along the existing road alignment (As per section VI & VII of Tender Document) | ||||||
| 3.01 | Excavation of Pit (approx. 1.0m x 1.0m up to sub-grade level at identified locations conducting along the existing alignment recording pavement composition details and carrying out all field & Lab Tests forexisting sub grade materials as per Technical Specifications detailed in section VI & VII of this Tender Document) | 6 | Number | 5,000 ₹30,000 Lowest | 20,000 ₹1,20,000 | 12,000 ₹72,000 |
| 4.00Investigation and carrying out all tests for following road construction materials as per Technical Specification detailed in section VI & VII of this Tender Document | ||||||
| 4.01 | Soil/ flyash samples | 2 | Number | 2,000 ₹4,000 Lowest | 10,000 ₹20,000 | 6,000 ₹12,000 |
| 4.02 | GSB samples | 2 | Number | 4,000 ₹8,000 Lowest | 10,000 ₹20,000 | 6,000 ₹12,000 |
| 4.03 | Stone Aggregate samples | 2 | Number | 6,000 ₹12,000 Lowest | 10,000 ₹20,000 | 6,000 ₹12,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹20,660
Closing Date
24 Mar 2026, 11:00 amClosed
Sub Unit Head Highway
1st Floor Srijan Plot no 144 sector 44 Gurugram 122003
Geotechnical investigation and Road construction material investigation for Preparation of DPR for Approach Roads and Bridges at Kalai-II (1200 MW) HEP, Hawai, Anjaw District, Arunachal Pradesh
2026_RITES_270871_1
RITES/HW/GT/THDC/2026
Open Tender
Consultancy
Item Rate
90 days
Anjaw District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,660
Yes
6 May 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
14 Mar 2026
14 Mar 2026 - 24 Mar 2026
Mobilization & Demobilization of all equipments and man power
Geo-technical Investigations for Bridges/Flyovers/ ROBs etc. including testing (As per section VI & VII of Tender Document)
Boring in all types of soil (other than hard rock) including sampling and testing
Boring in hard rock including sampling and testing**
Pit investigation & testing along the existing road alignment (As per section VI & VII of Tender Document)
Excavation of Pit (approx. 1.0m x 1.0m up to sub-grade level at identified locations conducting along the existing alignment recording pavement composition details and carrying out all field & Lab Tests forexisting sub grade materials as per Technical Specifications detailed in section VI & VII of this Tender Document)
Investigation and carrying out all tests for following road construction materials as per Technical Specification detailed in section VI & VII of this Tender Document
Soil/ flyash samples
GSB samples
Stone Aggregate samples
Sand samples
Water samples
**Drilling of an NX-size borehole using a double or triple tube core barrel with a diamond core bit shall be carried out in all types of rock (with core recovery > 0%) only when refusal is encountered during the Standard Penetration Test (SPT), as specified in the relevant IS code
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