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Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
30 Sept 2026, 10:50 am3d left
EE Mahore
Mahore
BOQ
2026_PWDJK_325811_1
Short e-NIT No. 40 of 2026-27 Dated 24/09/2026 fresh 3rd time
Open Tender
Survey
Percentage
Mahore
NIT
2 documents required · 2 mandatory
₹1,000
eepwd
₹50,000
24 Sept 2026
24 Sept 2026
1 Oct 2026
24 Sept 2026
30 Sept 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Detailed topographical survey using DGPS and ETS for preparation of detailed site plan showing all existing features like buildings, drains, electric poles, service roads, footpaths, boundary walling etc. on the site plans with suitable colour identifications to a suitable visible scale. | 1 | Hectare | - | - |
| 2 | Detailed topographical survey using DGPS and ETS for preparation of detailed site plan for new roads including cross sections, L-section @25m interval as per NABARD norms including identification of structures if any on either sides of road up to 10m from the center of road. including submitting the results in both hard and soft copies including all carriage and taxes complete. The job also includes preparation of CBR test reports @ 1no test per km | 2 | km | - | - |
| 3 | Detailed topographical survey using DGPS and ETS for preparation of detailed site plan for existing roads for upgradation including cross sections, L-section @25m interval as per NABARD norms including identification of structures if any on either sides of road up to 10m from the center of road. including submitting the results in both hard and soft copies including all carriage and taxes complete. The job also includes preparation of CBR test reports @ 4no test per km | 1 | km | - | - |
| 4 | Geotechnical investigation for sub soil investigation for evaluation of bearing capacity and other relevant parameters viz liquid limit, plastic limit etc. The job also includes taking of sample with split spoon sampler at site at an interval of 2.00m including preparation of detailed report. The depth of borehole shall be 20m in each case | 1 | test | - | - |
| 5 | Complete Geotechnical/soil investigation, with all tests for evaluation of bearing capacity, Viz Plate Load Test for Bridge Structures and preparation of Geo- Technical/soil Report complete as per IRC & MORTH Guidelines. The reaction load is to be included in the rate. | 1 | test | - | - |
| 6 | Preparation of DPR of bridge including preliminary design, GAD and preparation of detailed topographical map showing existing features within 200mm of proposed bridge site 100m on either side. The site plan to be prepared is using ETS and DGPS. | 1 | Job | - | - |
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