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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹83,000Accepted-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | L-1 | Accepted-AOC Being lowest and reasonable. | |
| 2 | L-2₹83,400+₹400 (0.48%)Rejected-Finance | L-2 | Rejected-Finance Not being lowest bidder. | |
| 3 | L-3₹92,085+₹9,085 (10.9%)Rejected-Finance | L-3 | Rejected-Finance Not being lowest bidder. | |
| 4 | L-4₹1.3 L+₹45,000 (54.2%)Rejected-Finance | L-4 | Rejected-Finance Not being lowest bidder. |
| Sl No | Description | Qty | Unit | GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED L1 | Sheltera consultants pvt ltd. L4 | Geotech Engineering Services L2 | MULLETIS AND PUSULURIS INFRACON AND ENGINEERS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 0.00SCHEDULE 'A' CONSULTANCY SERVICES | |||||||
| 1.00 | Topographical survey for site by picking all all natural and man made features from the site, preparation of plans (maps) showing all permanent features, incl buildings, large trees, pucca & kacha nullas, nearby road/approaches, railway track, culverts, over transmission lines, ridges, boundary wall, fencing, demarcation line & levels @ 5m grid in both direction, contours at iterval 0.1m and suppy soft copies in CD/DVD and hard copy in 05 sets
Note :- The location of site plan shall be provided by GE(P) Bathinda and calculations of earthwork quantities on the basis of proposed level has given by Engineer-in-Charge. | 9 | Acre | 1,000 ₹9,000 | 4,000 ₹36,000 | 1,000 ₹9,000 | 999 ₹8,991 Lowest |
| 2.00 | 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. | 6 | Per bore hole | 12,000 ₹72,000 Lowest | 15,000 ₹90,000 | 12,000 ₹72,000 Lowest | 13,599 ₹81,594 |
| 2.01Note: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) Borehole position duly marked on plan and their distance from adjacent prominent reference points. Plan size of bldgs shall be marked in the plan. This plan shall be signed by GE, AGE & Soil consultant.. (n) 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. Notes : 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 rate. | |||||||
| 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 | 1,200 ₹1,200 | 500 ₹500 Lowest |
| 4.00 | Chemical analysis of soil | 1 | Each | 1,000 ₹1,000 Lowest | 1,000 ₹1,000 Lowest | 1,200 ₹1,200 | 1,000 ₹1,000 Lowest |
| 4.01Note :- (a) 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 | |||||||
Tender Value
₹1 L
Closing Date
5 Sept 2025, 6:00 pmClosed
MAJ CHARANJEET SINGH
GE (P) BATHINDA, BATHINDA MILITARY STATION
SOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY FOR AUGMENTATION OF EXISTING ARMY PUBLIC SCHOOL AT BATHINDA MIL STN
2025_MES_727423_1
3007/JOB/2025-26/02/E3
Open Tender
Job Works
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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
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