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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical BUDGAM JAMMU KASHMIR 191113 INDIA UDYAM JK 04 0000108 | BUDGAM | JAMMU AND KASHMIR | 191113 | Accepted-Technical ok |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹69.3 L
EMD Value
₹20,000
Closing Date
29 Jul 2026, 4:00 pmClosed
ADGP Hqrs PHQ
Srinagar
Consultancy
2026_DGPJK_315145_1
e-NIT/EE-PCD/PHQ/39/2026-27
Open Tender
Consultancy
Percentage
30 days
ACB Patinitop
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Exen PCD PHQ
₹20,000
30 Jul 2026
9 Jul 2026
30 Jul 2026
9 Jul 2026
29 Jul 2026
10 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank egetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 14,800 | Sqm | 12.49 | ₹1,84,852 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge Ordinary Rock | 1,686.4 | Cum | 392.8 | ₹6,62,417.92 |
| - | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil : | 723.6 | Cum | 187.3 | ₹1,35,530.28 |
| - | Conducting of topographical survey using ETS including showing all the features like Buildings, Electric poles, Drainage and all other existing ammenties including preparation of contour plan 1mtr/5mtr and also showing proposed structures etc complete job. (14800 Sqm) | 29.5 | Kanal | 1,500 | ₹44,250 |
| - | Comprehensive Geotechnical Investigation,The scope of work shall comprise comprehensive geotechnical investigation, Engineering geological assessment, drilling, sampling, soil and rock testing, analysis and submission of a detailed geotechnical investigation report for the proposed construction works. The location and number of boreholes shall be as directed by IIT Jammu and the minimum depth of each borehole shall be 50 metres. The final geotechnical investigation data in report shall be technically vetted by IIT Jammu.
The agency shall carry out borehole drilling, collection of disturbed and undisturbed soil samples, continuous rock core recovery, geological logging, laboratory testing and engineering analysis. The minimum testing programme shall include:
a) Soil Tests:Natural Moisture Content, Specific Gravity, Grain Size Analysis (Sieve and Hydrometer), Atterberg Limits, Soil Classification, Bulk Density /Dry Density, Standard Proctor Compaction (OMC & MDD), Coefficient of Permeability, Direct Shear Test, Consolidated Undrained (CU) Triaxial Compression Test with Pore Water Pressure Measurement, and Unconfined Compressive Strength (UCS).
b) Rock Core Logging and Geological Assessment: Continuous core logging, Core Recovery, Rock Quality Designation (RQD), and discontinuity/joint characterization.
c) Rock Tests: Dry Density, Porosity, Water Absorption, Slake Durability Index, Point Load Strength Index (Is50), Uniaxial Compressive Strength (UCS), Brazilian Tensile Strength, Young's Modulus and Poisson's Ratio.
The final report shall include borehole logs, laboratory test results, geological and geotechnical interpretation, subsurface stratification, groundwater observations, engineering geological assessment, foundation recommendations, bearing capacity assessment, settlement analysis, slope stability considerations wherever applicable, and all supporting calculations, drawings and test certificates. All laboratory testing shall be carried out in NABL-accredited laboratories and all interpretations and recommendations shall be certified by a qualified Geotechnical Engineer/Engineering Geologist. (27 No. of Bores of 50mt Depth) | 1,350 | Mtr | 4,000 | ₹54,00,000 |
| - | Consulatncy Charges for Design of RCC Counterfort Retaining wall,RCC Raetining wall ,PCC Retainingwall and Storm water Drainage for Construction of Anti-Corruption Bureau Office ,Dodas at Village Kathori, Patnitop, Udhampur ( by way of Police station, Construction of 3 BHK (Go's), Construction of 2 BHK ( NGO's), Construction of SSP Residence , including Drilling, Sampling, Laboratory Testing, and Submission of Detailed Report"( Tentative Amount 550.0 lacs @1%) which may Vary after Desgin ) | 1 | Job | 5,07,000 | ₹5,07,000 |
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