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| # | Company | Offered Item | Amount | Rank |
|---|---|---|---|---|
| 1 | L1₹1.5 L Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation | Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation | L1 | |
| 2 | L2₹1.7 L+₹14,528 (9.39%) Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation | Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation | L2 | |
| 3 | L3₹1.7 L+₹17,208 (11.1%) Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation | Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation | L3 | |
| 4 | - | - | ||
| 5 | - | - |
| Sl No | Description | Qty | Unit | M/S ALLIED ENGINEERS L2 | Indradhanushi Services Private Limited L1 | M/S R.K.ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1 | Transportation/mobilization of equipments and personnel (to & fro). | 1 | JOB | 25,000 ₹25,000 | 45,000 ₹45,000 | 7,000 ₹7,000 Lowest |
| 2 | Drilling hole of minimum 150 mm 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 1.5 m 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 tests, 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 obtained from the bore holes as per relevant IS Code for the computation of safe bearing capacity. | 216 | mtr. | 645 ₹1,39,320 | 462 ₹99,792 Lowest | 750 ₹1,62,000 |
| 3 | 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 | 5,000 ₹5,000 | 10,000 ₹10,000 | 3,000 ₹3,000 Lowest |
Tender Value
₹1.8 L
EMD Value
₹3,636
Closing Date
3 Jun 2022, 3:00 pmClosed
EE-Kanpur
Aman Gupta
EE Kanpur Near IIT Kanpur
Construction of A-type two sections School buildings 09 staff quarters boundary wall, Ramp for handicapped up to Ist floor, MP Hall of 300 capacity and other facilities at Sumerpur (UP) SH Soil Investigation
8390
NIQ No. 01/EE (Kanpur)/2022-23
OPEN
Civil Works - Buildings
NCB
15 days
Unnao, Uttar Pradesh
8 documents required · 8 mandatory
₹3,636
Not Applicable
3 Jun 2022
27 May 2022
8 Jun 2022
8 Jun 2022
3 Jun 2022
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