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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹11.5 L+₹750 (0.07%)Rejected-Finance | L2 | Rejected-Finance Other then L1 Bidder | |
| 3 | L3₹11.6 L+₹17,250 (1.51%)Rejected-Finance GAJRAJ CROWN FLAT 4B 4TH FLOOR 186 BRIJI ROAD KOLKATA 700084 | KOLKATA | 24 PARAGANAS SOUTH | WEST BENGAL | 700084 | L3 | Rejected-Finance Other then L1 Bidder | |
| 4 | L4₹13.4 L+₹2.0 L (17.4%)Rejected-Finance | L4 | Rejected-Finance Other then L1 Bidder | |
| 5 | L5₹14.8 L+₹3.4 L (29.3%)Rejected-Finance NO 9 OFFICERS COLONY AYYA DWARAGA 100 FEET BYE PASS ROAD VELACHERY CHENNAI 600 042 | CHENNAI | CHENNAI | TAMIL NADU | 600042 | L5 | Rejected-Finance Other then L1 Bidder |
| Sl No | Description | Qty | Unit | Rishi Markandeshwar Engineering Consultant L1 | S S SOLUTION L4 | JOSMAR CONSULTING ENGINEERS L5 | COMTEL CONSULTANTS AND INFRAPROJECTS PVT. LTD L2 | GEOTECHNICAL ENGINEERS CONSORTIUM L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Conducting the topographical survey of Air Force Station Arjan Singh (only affected and surrounded catchment area of the runway) with 2.0mx2.0m grid, showing all natural/constructed features like road, drain, building, light posts, air strip, trees, boundary wall, gates, drainage system, water line etc if any structure in the area of Air Force Arjan Singh and the instrument to be shifted after every 30 mtrs intervel and contour interval 0.20 mtr with digital instrument and plotting the map in scale 1 in 500 with help of Autocad software ( this shall indicate all existing structures and nearby benchmarks) for generation of study report of surface topologoy analysis, surface water, natural dranage system and existing build up dranage system and submission of one soft copy and six hard copy of map. Location of permanent benchmark as well as temporary benchmark , drainage system etc shall also be marked over the level sheet, RL on submitted drawing/Map. Deliverables should include, marking depressed and reach out parts in drawing, cross section in 30m interval.
Note :- (i) Payment shall be made after submission of contour map duly approved by the competent authority/ GE
(ii) Cost of transportation, T&P, Shifting of necessary equipments and manpower etc of this work shall deemed to be included in the quoted rate. | 3,75,000 | Sqm | 0.35 ₹1,31,250 Lowest | 0.4 ₹1,50,000 | 0.96 ₹3,60,000 | 0.8 ₹3,00,000 | 1.5 ₹5,62,500 |
| 2.00 | Determination of piezometer test result through Geotechnical investigation method used to measured ground water or pore water presure in soil or rock. A hole of 200mm dia with casing of parforated pipe will be used to study water level upto 8 meter depth of soil by periodical observation as per IS specification as directed by Engineer-in-Charge.
Note : Submission of original copy of reports with details description of field investigation, soil classification and general nature of soil strata, water level interpretation of test result, grain size, distribution curves, compressive index curves, site plan etc, calculation of bearing capacity will be governed generally as per relevant IS. | 4 | Each Job | 1,00,000 ₹4,00,000 | 25,000 ₹1,00,000 | 46,993.5 ₹1,87,974 | 35,000 ₹1,40,000 | 15,000 ₹60,000 Lowest |
| 3.00 | Determination of field permeability test result through assesses the rate at which water flows through soil in its natural and undisturbed state. This test is crucial for understanding how water moves through sub-surfaces layers, which is very much important in Geotechnical Engineering as per IS- 5529(Part -I) specification as directed by Engineer-in-Charge.
Note : Submission of original copy of reports with details description of field investigation, soil classification and general nature of soil strata, water level interpretation of test result, grain size, distribution curves, compressive index curves, site plan etc, calculation of bearing capacity will be governed generally as per relevant IS. | 4 | Each Job | 5,000 ₹20,000 Lowest | 30,000 ₹1,20,000 | 23,600 ₹94,400 | 1,15,000 ₹4,60,000 | 30,000 ₹1,20,000 |
| 4.00 | Determination of vertical Electircal sounding (VES) of subsurface sectional profile using Geographical suvery method. This will be used to survey the effected area of runway and will be studied in both sided of runway alongwith longitudinal and transverse access to identify sub-Surface profile of drainage system at least for six profile section as directed by Engineer-in-Charge. A study report should be submitted mentioning permeable layers with detail analysis.
Note : Submission of original copy of reports with details description of field investigation, soil classification and general nature of soil strata, water level interpretation of test result, grain size, distribution curves, compressive index curves, site plan etc, calculation of bearing capacity will be governed generally as per relevant IS. | 6 | Each Job | 18,000 ₹1,08,000 | 75,000 ₹4,50,000 | 47,624 ₹2,85,744 | 6,000 ₹36,000 Lowest | 20,000 ₹1,20,000 |
| 5.00 | Boring/drilling of 150 mm dia holes in any kinds of soil and rock upto minimum depth 5 mtrs(10 No bores), minimum 10 mtrs depth (6 Nos) and minimum 20 mtrs depth (2 Nos) with full coring method and maximum recovery using triple-tube core barrel to study the water bearing strata and machanical properity of soil from existing ground level at location shown at the site including collection of disturbed sample and preservation in core boxes with proper tagging including labortory analysis for clasification of physical and machanical property of soil. A detail study report should be submittted with proper analysis of soil characteristics and probable saturated or unsaturated layer connected with aquifer.
Note:- (i) For payment purpose, depth of boring will be measured from natural ground level.
(ii) Cost of cutting/ drilling of concrte surfaces etc shall be deemed to be included in the unit quoted rate.
(iii) Cost of mobilization and shifting of necessary equipment and manpower from one side to another side including erection and dismatling of boaring equipment after completion of work shall be deemed to included in the qoted rate.
(iv) Test result shall be submitted in sixtuplicate. | 150 | RM | 3,240 ₹4,86,000 | 3,500 ₹5,25,000 | 3,687.5 ₹5,53,125 | 1,400 ₹2,10,000 Lowest | 2,000 ₹3,00,000 |
Tender Value
Refer Docs
EMD Value
₹33,520
Closing Date
8 Nov 2025, 6:00 pmClosed
GE AF PANAGARH
GE AF PANAGARH MES AF STATION PANAGARH PO BIRUDIAH WEST BENGAL 713148
Topographical Survey and Geotechnical work at Air Force Station Arjan Singh Under GE (AF) Panagarh
2025_MES_735903_1
C/8850/E8
Open Tender
Survey
Item Rate
120 days
AF STATION PANAGARH
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE AF PANAGARH
₹33,520
8 Jan 2026
17 Oct 2025
10 Nov 2025
17 Oct 2025
8 Nov 2025
31 Oct 2025
Amount
Conducting the topographical survey of Air Force Station Arjan Singh (only affected and surrounded catchment area of the runway) with 2.0mx2.0m grid, showing all natural/constructed features like road, drain, building, light posts, air strip, trees, boundary wall, gates, drainage system, water line etc if any structure in the area of Air Force Arjan Singh and the instrument to be shifted after every 30 mtrs intervel and contour interval 0.20 mtr with digital instrument and plotting the map in scale 1 in 500 with help of Autocad software ( this shall indicate all existing structures and nearby benchmarks) for generation of study report of surface topologoy analysis, surface water, natural dranage system and existing build up dranage system and submission of one soft copy and six hard copy of map. Location of permanent benchmark as well as temporary benchmark , drainage system etc shall also be marked over the level sheet, RL on submitted drawing/Map. Deliverables should include, marking depressed and reach out parts in drawing, cross section in 30m interval. Note :- (i) Payment shall be made after submission of contour map duly approved by the competent authority/ GE (ii) Cost of transportation, T&P, Shifting of necessary equipments and manpower etc of this work shall deemed to be included in the quoted rate.
Determination of piezometer test result through Geotechnical investigation method used to measured ground water or pore water presure in soil or rock. A hole of 200mm dia with casing of parforated pipe will be used to study water level upto 8 meter depth of soil by periodical observation as per IS specification as directed by Engineer-in-Charge. Note : Submission of original copy of reports with details description of field investigation, soil classification and general nature of soil strata, water level interpretation of test result, grain size, distribution curves, compressive index curves, site plan etc, calculation of bearing capacity will be governed generally as per relevant IS.
Determination of field permeability test result through assesses the rate at which water flows through soil in its natural and undisturbed state. This test is crucial for understanding how water moves through sub-surfaces layers, which is very much important in Geotechnical Engineering as per IS- 5529(Part -I) specification as directed by Engineer-in-Charge. Note : Submission of original copy of reports with details description of field investigation, soil classification and general nature of soil strata, water level interpretation of test result, grain size, distribution curves, compressive index curves, site plan etc, calculation of bearing capacity will be governed generally as per relevant IS.
Determination of vertical Electircal sounding (VES) of subsurface sectional profile using Geographical suvery method. This will be used to survey the effected area of runway and will be studied in both sided of runway alongwith longitudinal and transverse access to identify sub-Surface profile of drainage system at least for six profile section as directed by Engineer-in-Charge. A study report should be submitted mentioning permeable layers with detail analysis. Note : Submission of original copy of reports with details description of field investigation, soil classification and general nature of soil strata, water level interpretation of test result, grain size, distribution curves, compressive index curves, site plan etc, calculation of bearing capacity will be governed generally as per relevant IS.
Boring/drilling of 150 mm dia holes in any kinds of soil and rock upto minimum depth 5 mtrs(10 No bores), minimum 10 mtrs depth (6 Nos) and minimum 20 mtrs depth (2 Nos) with full coring method and maximum recovery using triple-tube core barrel to study the water bearing strata and machanical properity of soil from existing ground level at location shown at the site including collection of disturbed sample and preservation in core boxes with proper tagging including labortory analysis for clasification of physical and machanical property of soil. A detail study report should be submittted with proper analysis of soil characteristics and probable saturated or unsaturated layer connected with aquifer. Note:- (i) For payment purpose, depth of boring will be measured from natural ground level. (ii) Cost of cutting/ drilling of concrte surfaces etc shall be deemed to be included in the unit quoted rate. (iii) Cost of mobilization and shifting of necessary equipment and manpower from one side to another side including erection and dismatling of boaring equipment after completion of work shall be deemed to included in the qoted rate. (iv) Test result shall be submitted in sixtuplicate.
COMTEL CONSULTANTS AND INFRAPROJECTS PVT. LTD (BID ID -3481733)
GEOTECHNICAL ENGINEERS CONSORTIUM (BID ID -3481573)
S S SOLUTION (BID ID -3482387)
JOSMAR CONSULTING ENGINEERS (BID ID -3481413)
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