Request for Tenders No. 1380712 
The right to conclude a contract for "turnkey" construction works of Gorko-Balkovskaya SHPP and SHPP at the Prosyansky Discharge of BGC, including for each of the objects: construction, including supply, installation and commissioning of...

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Lots:
Initial (maximum) contract price:1 670 000 000,00 RUB
Date published:
Bid submission deadline:30.12.2019 12:00
Delivery time:15.01.2020 - 01.09.2021
Last edited:19.12.2019 09:33
Organizer (Initiator):"OB"EKT-EKSPERT" OOO
Additional info
Tender committee:Столяров Артём Александрович, asa@object-expert.ru, +7-910-430-13-22
1. Балмасов А.А.
2. Крылов В.Н.
3. Кантемиров М.С.
4. Люлько Л.А.
Requirements to the bidders:1. The volume of works under construction contracts at the participant of the purchase should be not less than 30% of the initial price for the last 2 years;

2. Presence of operating SRO for construction and installation works, or SRO for performance of functions of general contractor;

3. The currency of the Participant's balance sheet (the amount of assets on line 1600 of the balance sheet) as of December 31, 2018 must be at least 4 billion rubles;

4. Revenue of the Participant (line 2110 of the financial results report) for each of the last three years (2016, 2017, 2018) must be at least 1.5 billion rubles excluding VAT;

5. The participant must not have a loss from the activities for 2018 and for the 9 months of 2019.
Tender documentation package:Доступна для ознакомления на сайте электронной торговой площадки https://b2b-center.ru
Скачать проектную документацию можно по ссылкам:
Горько-Балковская малая ГЭС:
https://cloud.mail.ru/public/2ti2/2PkA8U1MZ
Просянская малая ГЭС:
https://cloud.mail.ru/public/iUeu/3pCB7UZ6u
Tender bids:- Заявка на участие в закупке должна быть подготовлена на русском языке;
- Все суммы денежных средств в документах, входящих в заявку участника, должны быть выражены в российских рублях с учётом НДС;
- Все документы заявки и приложения к ней должны иметь четко читаемый текст;
- Сведения, которые содержатся в заявках участников закупки, не должны допускать двусмысленных толкований;
- Если в документах, входящих в состав заявки на участие в закупке, имеются расхождения между обозначением сумм прописью и цифрами, то принимается к рассмотрению сумма, указанная прописью.
Contract award criteria:Price of the contract with VAT
Contract conclusion date:Within 15 (fifteen) days from the date of placement of the purchase results.
Place of bid consideration:г. Москва, ул. Скаковая, 36
Date and time of bids evaluation:09.01.2020 12:00
Date and time of announcement of results:13.01.2020 12:00
Venue of announcement of results:г. Москва, ул. Скаковая, 36
Comments:
The order of the procurement:
1. Acceptance of applications for participation in the procurement: till 12.00 (MSK) 09.12.2019 on the website of the electronic trading platform https://b2b-center.ru;
2. Review of bids of procurement participants: 11.12.2019 12.00 (MSK).
3. Summing up the results of the purchase: 13.12.2019
The winner is the participant of the purchase that meets the requirements of the Participant, whose offer meets the TK, and the proposed contract price of which, based on the results of comparison of bids, will be lowest.


The main parameters of Gorko-Balkovka SHPP are as follows:
Class of hydraulic structures - IV.
Installed generator capacity - 9 MW.
Rated capacity - 3 MW.

Main parameters of the water intake:
- total area - 134,70 m2;
- Building area - 244,10 m2;
- construction volume - 4413,30 m3;
- Floor-1. ; $
- Number of floors -2 units.

The main parameters of the SHPP building with ZRU are:
- total area - 974,60 m2;
- Building area - 1007,30 m2;
- construction volume - 9262,30 m3;
- Floor-1. ; $
- Number of floors -2 units.

Basic parameters of 35/10 kV ODS
- building area - 145,60 m2.


The main parameters of the SHPP at the BGC Prosyansk Discharge:
Main parameters of the supply channel

Type - non-pressure
Design - open w/w channel
Base primers - sandstone of medium strength
Materials - prefabricated w/w, monolithic w/w
Size:
- length, m 200 (including accumulation. pool 40m)
- width, m 3.5
- height, m 2.05
- wall thickness, m 0.2
- base thickness, m 0.45
Slope, %o - 0.0015
Maximum design flow, m3/s - 6

Basic parameters of the storage basin

Type - non-pressure
Construction - open w/w
Base primers - sandstone of medium strength
Materials - Prefabricated w/w, monolithic w/w
Size:
- length, m 40
- width, m 15
- height, m 3.31
- wall thickness, m 0.2
- base thickness, m 0.45
Maximum design flow, m3/s 6

Main parameters of the water intake

Type - non-pressure
Construction - closed w/w
Base primers - sandstone of medium strength
Materials - monolithic w/w
Size:
- length, m 17.0
- width, m 6.4
- height (from the base), m 6,8
- wall thickness, m 0.7
- base thickness, m 0,5-1,0
Maximum design flow, m3/s - 6
Marks, m:
- soles - 344,56
- top - 351.36
- top pipes - 347,46

Basic Parameters of Pressure Piping

Type - pressure
Construction - Open Pipeline
Base primers - sandstone of medium strength
Design flow rate, m3/s - 6
Design head, m - 135,24
Diameter of 1 thread internal pipeline, m - 2,36

Main Parameters of SHPP Building

Building type - derivative
Design
- hydrotechnical part Single block made of monolithic reinforced concrete. Material — iron-soconcrete
- upper structure Exterior walls - three-layer sandwich panels. Coating — three-layer sandwich panels. Frame material — steel rolled, steel class C255.
- number of units 1
- Primers of the base IGE №4 - Clay light, semi-hard, swelling
Design head, m 131,50
The main technological equipment:
- Type of Hydroturbine: RO 638-GM100 horizontal, radial - axial turbine Generator: $ horizontal, synchronous installed power plant, MW 7.0 single turbine in operation: $
- maximum flow of the unit, m3/s 6,5
- power of the unit, MW 7,0 Dimensions of the hydrotechnical part, m: $
- water current length 8,1
- width across the water current 9,4
- height 5.5 Dimensions of the underground part, m: $
- water current length 14,0
- width across water current 30.0
- Height 0,8 SHPP Building Top-Structure Dimensions
- length by water current (along axes) 12,0
- width across water current (axes) 28,0
- height 6,6
- Number of floors 1
Mark, m:
- foundation soles 216,700
- bottom of the divert channel 213,740
- impeller axles 218,950
- top of the hydraulic part 217,500
- bottom of hydraulic engineering part 212,640
- top building 224,860
Shutter type:
- pre-turbine (number, pcs. ): Disc Ø=1400 mm (1 pc.)

Main parameters of the diverting channel

Type - non-pressure
Design - open w/w channel
Base primers - clay swelling IGE-4
Materials - monolithic w/w
Size:
- length, m - 290
- beam, m - 3,5
- height, m - 2.05
- wall thickness, m - 0,2
- base thickness, m - 0.45
Slope,% - 0.1
Maximum design flow, m3/s - 6
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.
Additional information about the tender:Для получения аванса на выполнение работ в размере до 50%, Победитель конкурса должен предоставить банковскую гарантию в размере 50% от стоимости договора.
Сроки выполнения работ по каждой из МГЭС указаны в проекте договора.
Контактное лицо:Столяров Артём Александрович.
asa@object-expert.ru
+7-910-430-13-22

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