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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹64,000Accepted-AOC | L-1 | Accepted-AOC Being lowest and reasonable. | |
| 2 | L-2₹64,500+₹500 (0.78%)Rejected-Finance 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | L-2 | Rejected-Finance Not being lowest bidder. | |
| 3 | L-2₹64,500+₹500 (0.78%)Rejected-Finance | L-2 | Rejected-Finance Not being lowest bidder. | |
| 4 | L-3₹94,700+₹30,700 (48.0%)Rejected-Finance | L-3 | Rejected-Finance Not being lowest bidder. |
| Sl No | Description | Qty | Unit | GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED L2 | Sheltera consultants pvt ltd. L3 | Geotech Engineering Services L2 | MULLETIS AND PUSULURIS INFRACON AND ENGINEERS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|
| 0.00SCHEDULE 'A' CONSULTANCY SERVICES | |||||||
| 1.00 | Soil Investigation is to be carried out as per IS-1892 Bore hole dia shall be 150mm. Depth of bore shall be decided as per the soil condition and may be taken 15M or N value reaches 50, whichever is earlier. | 5 | Per bore hole | 12,000 ₹60,000 | 15,000 ₹75,000 | 10,000 ₹50,000 Lowest | 12,000 ₹60,000 |
| 1.01Note:Under this test following results also be provided: (a) Grain size analysis, identification & classification of soil. (b) Unit weight (bulk density), natural moisture content, liquid limit, plastic limit. Shrinkage limit, plasticity index, specific gravity. (c) Dry density, degree of saturation of soil. (d) Free swelling index & swelling pressure if expansive soil is encountered. (e) Shear parameters (C- analysis). (f) Consolidation test & permeability test. (g) Depth of water table below ground level. (h) Presence of loose soil. If any and its depth. (j) If weak soil with lesser N value as specification in table-1 of IS 1893 (Part-) 2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted shall be specified. (h) SPT test shall be done at 1.0m interval. (j) Recommendation for filling under floor and filling under protection including plinth protection. (k) For open foundation, calculation of net SBC at 1.5m, 2m,2.5m, 3.0m from shear as well as SPT value settlement criteria SBC values shall be calculated based on C- analysis as well as SPT value. For calculation formula given in IS 6403 shall be used. (l) Recommendation regarding type of foundation to be adopted & net SBC/Pile capacity to be adopted. Also, recommendation shall be given regarding stability of soil and soil stabilization required, if any. (m) Bore log details shall be as per Appx 'D' of IS 1892 N values depth wise shall also be shown in bore log details. Bore log details shall be signed by GE, AGE & soil consultant. (n) Undistrubed soil samples shall be collected at 1.5m inveral and at change of strata. (o) Shear Strength using Direct Shear or Tri-axial Test. | |||||||
| 2.00 | Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation | 1 | Each | 1,000 ₹1,000 | 1,000 ₹1,000 | 1,000 ₹1,000 | 500 ₹500 Lowest |
| 3.00 | Chemical analysis of ground water (Ground water to obtained from bottom of bore hole) | 1 | Each | 1,000 ₹1,000 | 1,000 ₹1,000 | 1,000 ₹1,000 | 500 ₹500 Lowest |
| 4.00 | Topographical survey with total station instrument for site showing all natural and man made features on the site, preparation plans (maps) showing all permanent features, incl buildings, large trees, pucca & kacha nullas, ditches, nearby road/approaches, railway track, culverts, over transmission lines, ridges, boundary wall, fencing, demarcation line & levels @ 5m x 5m grid and estimating earthwork complete, including submission of topo maps and deatils earth work calculation according to Simpsons rule, 06 copies spirally binded alongwith hard and soft copy | 2.5 | Acre | 1,000 ₹2,500 Lowest | 7,080 ₹17,700 | 5,000 ₹12,500 | 1,200 ₹3,000 |
| 4.01Note :- (a) Bore hole position duly marked on plan and their distance from adjacent prominent reference points. (b) Plan size of bldgs shall also be marked in the plan. This plan shall be signed by GE, AGE and soil consultant. (c) Color photograph of A4 size photo paper of the site with the locations of the bore holes duly flagged should be submitted. The photographs should also preferably include and reference structure and in indentification of the same be marked. (d) A CD containing video evidence of the depth of each borehole and machinery deployed at site location will be provided which is inclusive in above quoated rate. (e) Soil investigation report to be provide 06 copies spirally binded alongwith hard and soft copy. | |||||||
Tender Value
₹75,000
Closing Date
5 Sept 2025, 6:00 pmClosed
MAJ CHARANJEET SINGH
GE (P) BATHINDA
SOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY FOR ADDN/ALTN AND UPGRADATION OF SHOPPING COMPLEX AT BATHINDA MIL STN
2025_MES_727403_1
3007/JOB/2025-26/01/E3
Open Tender
Job Works
Item Rate
BATHINDA MILITARY STATION
As per NIT
3 documents required · 3 mandatory
₹0
Exempted
15 Sept 2025
23 Aug 2025
8 Sept 2025
23 Aug 2025
5 Sept 2025
29 Aug 2025
Amount
SCHEDULE 'A' CONSULTANCY SERVICES
Soil Investigation is to be carried out as per IS-1892 Bore hole dia shall be 150mm. Depth of bore shall be decided as per the soil condition and may be taken 15M or N value reaches 50, whichever is earlier.
Note:Under this test following results also be provided: (a) Grain size analysis, identification & classification of soil. (b) Unit weight (bulk density), natural moisture content, liquid limit, plastic limit. Shrinkage limit, plasticity index, specific gravity. (c) Dry density, degree of saturation of soil. (d) Free swelling index & swelling pressure if expansive soil is encountered. (e) Shear parameters (C- analysis). (f) Consolidation test & permeability test. (g) Depth of water table below ground level. (h) Presence of loose soil. If any and its depth. (j) If weak soil with lesser N value as specification in table-1 of IS 1893 (Part-) 2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted shall be specified. (h) SPT test shall be done at 1.0m interval. (j) Recommendation for filling under floor and filling under protection including plinth protection. (k) For open foundation, calculation of net SBC at 1.5m, 2m,2.5m, 3.0m from shear as well as SPT value settlement criteria SBC values shall be calculated based on C- analysis as well as SPT value. For calculation formula given in IS 6403 shall be used. (l) Recommendation regarding type of foundation to be adopted & net SBC/Pile capacity to be adopted. Also, recommendation shall be given regarding stability of soil and soil stabilization required, if any. (m) Bore log details shall be as per Appx 'D' of IS 1892 N values depth wise shall also be shown in bore log details. Bore log details shall be signed by GE, AGE & soil consultant. (n) Undistrubed soil samples shall be collected at 1.5m inveral and at change of strata. (o) Shear Strength using Direct Shear or Tri-axial Test.
Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation
Chemical analysis of ground water (Ground water to obtained from bottom of bore hole)
Topographical survey with total station instrument for site showing all natural and man made features on the site, preparation plans (maps) showing all permanent features, incl buildings, large trees, pucca & kacha nullas, ditches, nearby road/approaches, railway track, culverts, over transmission lines, ridges, boundary wall, fencing, demarcation line & levels @ 5m x 5m grid and estimating earthwork complete, including submission of topo maps and deatils earth work calculation according to Simpsons rule, 06 copies spirally binded alongwith hard and soft copy
Note :- (a) Bore hole position duly marked on plan and their distance from adjacent prominent reference points. (b) Plan size of bldgs shall also be marked in the plan. This plan shall be signed by GE, AGE and soil consultant. (c) Color photograph of A4 size photo paper of the site with the locations of the bore holes duly flagged should be submitted. The photographs should also preferably include and reference structure and in indentification of the same be marked. (d) A CD containing video evidence of the depth of each borehole and machinery deployed at site location will be provided which is inclusive in above quoated rate. (e) Soil investigation report to be provide 06 copies spirally binded alongwith hard and soft copy.
GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED (BID ID -3412523)
Geotech Engineering Services (BID ID -3417024)
Sheltera consultants pvt ltd. (BID ID -3416864)
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