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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹15.7 L Quoted ₹13.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.2 L+₹81,356 (6.10%)Rejected-Finance | ₹14.2 L+₹81,356 (6.10%) | L2 | Rejected-Finance other than L1 |
| 3 | L3₹14.4 L+₹1.1 L (8.01%)Rejected-Finance | ₹14.4 L+₹1.1 L (8.01%) | L3 | Rejected-Finance other than L1 |
Tender Value
Refer Docs
Closing Date
11 May 2022, 9:00 amClosed
CHIEF ENGINEER BHOPAL ZONE
HQ CHIEF ENGINEER BHOPAL ZONE, SI LINES, BHOPAL - 462001
PROCUREMENT OF CONSULTANCY SERVICES
2022_MES_520060_1
300012/QTN/2022-23/CEBZ/01/E3
Limited
Consultancy Services
Works
30 days
HQ CHIEF ENGINEER BHOPAL ZONE
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
21 May 2022
26 Apr 2022
12 May 2022
26 Apr 2022
11 May 2022
26 Apr 2022
Amount
Provn of Area Drainage at Bairagarh in Bhopal Mil Stn: (a) Soil Investigation Conducting Soil investigation (bore hole) as per IS:1892-1997. Determination of SBC of soil by performing necessary test such as SPT/DCPT whichever is suitable, also recommend the type of foundation and SBC of soil at certain depth by performing bore hole upto 10M depth along with SPT at 0.9M in bore hole or open pit upto 3M depth in gravellary/bouldry strata along with DCPT from ESL upto 10M/ refusal, whichever is earlier, collection of soil samples (Disturbed/undisturbed) their complete lab testing as per relevant IS code taking SSWL (If encountered) and other engineering and index properties and evaluation of soil bearing capacity and chemical analysis of soil samples to determine PH value, sulphates and chlorides as per IS-456/2000. Bore Holes – 5 Nos (b) Survey Carrying out topography survey work by using total station machine including collection of all important details on the field. All topographic details like sewage line network, invert level of each MH, Marking defective line/MH, roads(kachha/ pucca), nalla, tanks, wells, houses, drain, railway, high-tension line, electric poles, telephone poles, gas/water pipeline poles (Visible on ground), field bunds etc shall be collected. Spot levels shall be collected in 2x2m grid interval or near where undulation found. Area – 400 acres. (c) Design of Area Drain Preparation of area drain design, the design shall meet all relevant codal requirements. Submission of the following work details (i) Layout drawing duly supported by design calculation (ii) Detail Project Report (d) Structure Services Structural design and drawings for drain duly incorporated with all the details, final submission of all the approved structural drawings with supported by relevant design data(STAAD file) in all size in hard & soft copy in desired configuration. (i) Proof checking and Vetting Vetting from IIT/NIT and submission of all structural drawings as per latest Indian standard codes & practice. (e) Detailed Estimate Preparation of BOQ and yardstick as per the approved architectural, structural drawings as per MES SSR 2020 pattern along with rate analysis. Details required for completion of the job may be obtained from the nodal officer detailed by Chief Engineer Bhopal Zone for this purpose.
Shree Hari
Sai Geotechnical Lab
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_581322.pdf
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