Request for Proposals No. 3212838 
Production of engineering and geological surveys on the object: "Warehouse complex with built-in ABCH, located at the address: Republic of Crimea, Simferopol district, Trudovskoye rural settlement, with cadastral number: 90:12:000000:9917"

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Production of engineering and geological surveys on the object: "Warehouse complex with built-in ABCH, located at the address: Republic of Crimea, Simferopol district, Trudovskoye rural settlement, with cadastral number: 90:12:000000:9917"

OKPD2 category:
Quantity:1 усл.ед.
Total price:Price not specified
Currency:RUB
Contract award criteria:Price incl. VAT (show both prices)
Publication date:
Bid submission deadline:01.02.2023 12:00
Last edited:27.01.2023 13:32
Organizer (Initiator):OOO "VB DEVELOPMENT"
Additional info
Per-item bid submission:Not applicable. Proposal shall cover the entire lot.
Restriction on submission of a bid higher than previously submitted
Bidding initiator has set a restriction on submission of a bid with a price which is higher than the price of the previous bid submitted by the bidder. Once the bid is submitted, the stated price can not be increased.
:
Yes
Upload of bid-related documents required
Bids not supported with documentation will not be considered.
:
Yes
Minimum bid increment/decrement
The Organizer has established a minimum decrement for a Bidder's changing the total lot price from their previously submitted proposal.
:
1% of total amount
Auto-extension
If within the last 10 minutes of bid submission period a new bid is submitted, then bid submission deadline will automatically be extended by 10 minutes from the time the last bid is submitted.
:
10 minutes
Payment terms:advance payment, mainly post-payment
Delivery terms:- To ensure the study of engineering-geological and hydrogeological conditions;
- Perform collection and analysis of archived data;
- Drilling of wells should be carried out by the column method in shortened flights
- Perform geological documentation of the well core;
- To carry out the travel documentation of the core of mine workings (wells);
- In the process of drilling wells and documentation, to provide control over the departure of the drilling projectile, changing the drilling mode;
- To select monoliths using a core pipe, to pack and transport samples to the laboratory in accordance with the requirements of GOST 12071-2014 and other regulatory documents;
- Laboratory tests of soils and water should be carried out only in accredited laboratories, in accordance with current regulatory documents. To substantiate the composition of laboratory studies in the Survey Program and coordinate with the Project Organization (Customer);
- Provide the necessary regulatory and design
characteristics of the allocated IGE.
- perform laboratory studies of the physical and mechanical properties of soils;
- Determine the aggressiveness of soils and groundwater to
metal and reinforced concrete structures;
- Perform sampling of undisturbed addition in a volume
that ensures the separation of the section into engineering and geological elements (IGE). The total number of samples for each of the allocated IGE should be sufficient to obtain reliable and statistically secured characteristics allocated IGE according to GOST 20522-2012. To determine the mechanical properties of soils, take at least 6 samples of undisturbed structure for each isolated IGE. To determine the physical properties of soils, take at least 10 samples for each selected IGE
- Determine the potential threat to the built-up area by the nature (degree) of flooding.
- Identify complex or dangerous geological processes and make recommendations on the implementation of appropriate measures;
- to determine the category of soils according to the difficulty of development by the mechanisms of the GESN;
- To clarify the category of complexity of engineering-geological
conditions;
- Prepare a forecast of possible changes in the IGU over time
- Perform tests of soils by static sounding to the depth of drilling or to failure.
- The results of the sounding should include data on the bearing capacity of the piles.
- Specify the area of seismic activity (for the OSR A map);
- At the request of the Customer, submit copies of field logs and raw laboratory data for control and acceptance of engineering surveys
;
- The characteristics of the structures, the location and number
of wells are given in Appendix 1.
- The depth of the wells, in advance, to take 20 m from
the existing relief – to coordinate with the Customer in the test program. Or, drilling should be carried out to rocky or
weakly deformable soils capable of taking loads
from piles-uprights with deepening into the layer according to the requirements
of regulatory documentation, if such soils are
opened at a depth less than indicated above.
- Coordinate the work program with the Customer.
- Wells should be tamped with drilled
soil at the end of drilling, if necessary, with cement mortar.

The project provides for the construction of buildings and structures:
- Warehouse complex with ABH;
- CHECKPOINT;
- Pumping station with fire-fighting reserve tanks;
- Boiler room;
- LOS;
- DSU No. 1;
- DSU No. 2;
- RTP;
- sites for solid waste.
The projected warehouse building is frame with reinforced
concrete columns, metal trusses and curtain walls made of
sandwich panels, without a technical floor with a flat, combined
roof, with an internal drain. The administrative and household part is 3-storey.
The foundation is piled, the depth of the piles is 12 m, the grillage is 3 m.

The coordinate system is local
Height system – Baltic 1977
Georeferencing:297533, Russia, Republic of Crimea, Simferopol district, Trudovskoye rural settlement, with cadastral number: 90:12:000000:9917
Comments:
The accuracy, reliability, composition, design and reliability
of engineering and geological surveys must meet
the requirements:
- GOST 25100-2020. Soils. Classification
- GOST 21.301-2014 "Basic requirements for the design
of accounting documentation for engineering surveys".
- SP 11-105-97 Part I. Engineering and geological surveys
for construction. Part I. General rules of work
- SP 11-105-97 Part II. Engineering and geological surveys
for construction. Part II. Rules of work in areas
of development of hazardous geological and engineering-geological
processes
- SP 11-105-97 Part III. Rules for the production of works in
the areas of distribution of specific soils
- SP 11-105-97 Part IV. Rules of work in
areas of permafrost distribution.
- SP 11-105-97 Part V. Rules for the production of works in
areas with special natural and man-made conditions.
- SP 22.13330.2016. Foundations of buildings and structures.
Updated version of SNiP 2.02.01-83*
- SP 47.13330.2016. Engineering surveys for
construction. The main provisions. Updated edition
SNiP 11-02-96
- SP 446.1325800.2019 "Engineering and geological surveys
for construction. General rules of work"
Other normative and technical documents included in the list
of national standards and codes of rules (parts of such
standards and codes of rules), as a result of the application of which
compliance with the requirements of the Federal Law "Technical Regulations on the Safety of Buildings and Structures" is ensured on a mandatory basis

Engineering survey reports are transmitted to the Customer:
on paper in the amount of 2 copies;
electronic version of the results of engineering surveys in the amount of 2 copies.
Reports are transmitted on electronic media:
the text part in Microsoft Word format;
the graphic part in the format of AutoCAD 2010 and above;
general (text part + graphic part) in non-editable
pdf format. with signatures of performers and with graphical
applications.
The paper copies of the accounting documentation and the graphic
part should be certified with the signatures of the head of the organization and the chief
engineer, the round seal of the organization.
Venue of bidding:This call for bids is held in electronic form on the e-marketplace of B2B-Center group (www.b2b-center.ru). Bids shall be submitted in the form of e-document.

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