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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91,273Accepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹1.5 L+₹57,318.56 (62.8%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹3.0 L+₹2.1 L (225.9%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹3.2 L+₹2.3 L (253.9%)Rejected-Finance | L4 | Rejected-Finance Not being L1 | |
| 5 | Rejected-Technical 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | - | Rejected-Technical DD and GST not submitted |
| Sl No | Description | Qty | Unit | rahi construction L4 | vatsalya consultant andservices L2 | RK SOIL TESTING LLP L1 | Total Construction & Management Services L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | (A). Carryout boring, sampling, testing and conducting SPT test as part of soil investigation to ascertain soil profile, bearing capacity as per following requirement up to depth of 6.5m (depth shall be increased if filled earth is found upto 6.5m.
(a) Conduction standard penetration test (SPT) as per IS-2131-1988. The testing sahll be made at every change in strata or at the intervals of not more than 1.50mtr whichever is less. The test may be made at least intervals if specified or considered necessary as per 3.31 of IS-2131-1988.
(b) Collection of disturbed/undisturbed soil samples from bore hole at an interval of 1.50mtr or change of strata and conducting test reporting on following soil parameter :
(i) Grain size distrubtion/Particle size analysis (ii) Atterberg limits and plasticity intex (iii) Bulk and dry density (iv) Specific gravity. (v) Moisture content (vi) Harmful salt test (in case of sandy soil) (vii) Direct shear test (viii) Unconfined Un-drained test (xi) Consolidation test (x) Determination of internal angle friction C & ɸ values (xi) Differential free swell test and determination of swelling indexes for expansive soil.
(B) The soil investigation report shall submit completely covering the following in quadruplicate :
(a) Bore log chart showing depth of soil strata.
(b) Ground water level
(c) Probable maximum and differential settlement.
(d) Safe bearing capacity for various sizes of footing at different depth.
(e) Recommendations for type and depth of foundation.
(f) Site plan building wise with RL of corner of building.
(g) Bore hole location with reference to FFL/Fixed bench mark.
(h) Bearing capacity and depth of foundation with reference to FFL/Fixed bench mark
(j) Suitability of soil for refilling under floor and in trenches.
Note :
(a) The location of bldg/bore shall be given by GE Faizabad.
(b) The soil reports shall be submitted in 3 parts:
(i) Field operations. (ii) Lab testing and sub soil properties. (iii) Foundation consideration with recommendation.
(c) Photographic record of soil investigation also attached with soil investigation report.
(d) Soil investigation report to be also vetted by HQ CWE Prayagraj before processing of payment. | 17 | Each Hole | 19,000 ₹3,23,000 | 8,740.68 ₹1,48,591.56 | 5,369 ₹91,273 Lowest | 17,500 ₹2,97,500 |
Tender Value
₹1.3 L
EMD Value
₹2,560
Closing Date
22 Feb 2025, 6:00 pmClosed
AGE (I) Ayodhya
AGE (I) Ayodhya Cantt
Soil Investigation for Construction of Boundary Wall at Ayodhya Cantt
2025_MES_693920_1
3016/Job-2/E3
Open Tender
Job Works
Item Rate
45 days
AGE (I) Ayodhya
As per tender documents
2 documents required · 2 mandatory
₹300
AGE (I) Ayodhya
₹2,560
Yes
4 Sept 2025
18 Jan 2025
24 Feb 2025
18 Jan 2025
22 Feb 2025
3 Feb 2025
Amount
(A). Carryout boring, sampling, testing and conducting SPT test as part of soil investigation to ascertain soil profile, bearing capacity as per following requirement up to depth of 6.5m (depth shall be increased if filled earth is found upto 6.5m. (a) Conduction standard penetration test (SPT) as per IS-2131-1988. The testing sahll be made at every change in strata or at the intervals of not more than 1.50mtr whichever is less. The test may be made at least intervals if specified or considered necessary as per 3.31 of IS-2131-1988. (b) Collection of disturbed/undisturbed soil samples from bore hole at an interval of 1.50mtr or change of strata and conducting test reporting on following soil parameter : (i) Grain size distrubtion/Particle size analysis (ii) Atterberg limits and plasticity intex (iii) Bulk and dry density (iv) Specific gravity. (v) Moisture content (vi) Harmful salt test (in case of sandy soil) (vii) Direct shear test (viii) Unconfined Un-drained test (xi) Consolidation test (x) Determination of internal angle friction C & ɸ values (xi) Differential free swell test and determination of swelling indexes for expansive soil. (B) The soil investigation report shall submit completely covering the following in quadruplicate : (a) Bore log chart showing depth of soil strata. (b) Ground water level (c) Probable maximum and differential settlement. (d) Safe bearing capacity for various sizes of footing at different depth. (e) Recommendations for type and depth of foundation. (f) Site plan building wise with RL of corner of building. (g) Bore hole location with reference to FFL/Fixed bench mark. (h) Bearing capacity and depth of foundation with reference to FFL/Fixed bench mark (j) Suitability of soil for refilling under floor and in trenches. Note : (a) The location of bldg/bore shall be given by GE Faizabad. (b) The soil reports shall be submitted in 3 parts: (i) Field operations. (ii) Lab testing and sub soil properties. (iii) Foundation consideration with recommendation. (c) Photographic record of soil investigation also attached with soil investigation report. (d) Soil investigation report to be also vetted by HQ CWE Prayagraj before processing of payment.
vatsalya consultant andservices (BID ID -3231459)
Total Construction & Management Services (BID ID -3245787)
rahi construction (BID ID -3245773)
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