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| # | Company | Offered Item | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹57,500 CONSTRUCTION OF A TYPE (TWO SECTION) SCHOOL BUILDING, 09 STAFF QUARTERS, BOUNDARYA WALL, RAMP FOR HANDICAPPED AND OTHER FACILITIES AS PER KVS NORMS FOR KENDRIYA VIDHYALAYA, CHITRAKOOT (SH SOIL INVESTIGATION) | CONSTRUCTION OF A TYPE (TWO SECTION) SCHOOL BUILDING, 09 STAFF QUARTERS, BOUNDARYA WALL, RAMP FOR HANDICAPPED AND OTHER FACILITIES AS PER KVS NORMS FOR KENDRIYA VIDHYALAYA, CHITRAKOOT (SH SOIL INVESTIGATION) | L1 | - | |
| 2 | L2₹77,400+₹19,900 (34.6%)Financial bid opened CONSTRUCTION OF A TYPE (TWO SECTION) SCHOOL BUILDING, 09 STAFF QUARTERS, BOUNDARYA WALL, RAMP FOR HANDICAPPED AND OTHER FACILITIES AS PER KVS NORMS FOR KENDRIYA VIDHYALAYA, CHITRAKOOT (SH SOIL INVESTIGATION) | CONSTRUCTION OF A TYPE (TWO SECTION) SCHOOL BUILDING, 09 STAFF QUARTERS, BOUNDARYA WALL, RAMP FOR HANDICAPPED AND OTHER FACILITIES AS PER KVS NORMS FOR KENDRIYA VIDHYALAYA, CHITRAKOOT (SH SOIL INVESTIGATION) | L2 | Financial bid opened | |
| 3 | - | - | - |
| Sl No | Description | Qty | Unit | Allied enginers d 54 a pitampura dlhi - 110034 . L2 | GEOTECH TECHNICAL ASSOCIATES PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| - | Transportation/mobilization of equipment’s and personnel (to & fro) | 1 | JOB | 20,000 ₹20,000 | 10,000 ₹10,000 Lowest |
| - | Drilling hole of minimum 150mm dia by percussion of rotary method up to required depth or refusal whichever met earlier in all type of strata (Refusal shall means when N value 100 for 30 cms. Of penetration) as per direction of engineer in charge conducting standard penetration tests at every 1.5m depth, collection disturbed and undisturbed soil samples at 2.5 m interval or where strata changes, carrying out grain size analysis, atterberg limits, hydrometer analysis, unconfined compressive strength, triaxial shear test, consolidation test, free swell index etc. and any other necessary test required for determination for safe bearing capacity and suggestion of suitable foundation type on the soil samples relevant IS code for the computation of safe bearing capacity. | 60 | METRE | 890 ₹53,400 | 750 ₹45,000 Lowest |
| - | Preparation and submission of 3 set of test reports incorporating all field and laboratory data to elaborate the engineering characteristics of sub stratum including recommendation of depth, type and safe allowable bearing capacity for the foundation. | 1 | JOB | 4,000 ₹4,000 | 2,500 ₹2,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹15,000
Closing Date
12 Jun 2024, 4:20 pmClosed
AE-C-4
Adarsh Kumar Mishra
34A kendriya Sadan Civil Lines, Prayagraj UP-211001
CONSTRUCTION OF A TYPE (TWO SECTION) SCHOOL BUILDING, 09 STAFF QUARTERS, BOUNDARYA WALL, RAMP FOR HANDICAPPED AND OTHER FACILITIES AS PER KVS NORMS FOR KENDRIYA VIDHYALAYA, CHITRAKOOT (SH SOIL INVESTIGATION)
76564
NIQ 01/EE/ALLAHABAD/2024-25
OPEN
Civil Works - Buildings
NCB
1 months
Chitrakoot, Uttar Pradesh
6 documents required · 6 mandatory
₹15,000
Not Applicable
12 Jun 2024
5 Jun 2024
12 Jun 2024
12 Jun 2024
10 Jun 2024
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