itb constructii noi rev1
DESCRIPTION
Invitation to BID - New constructionsTRANSCRIPT
1
Invitation to Bid
Date: 29.10.2008 Dear Sir/Madam,
Subject: Civil works - construction of 3 family houses, 1 medical/health village unit, and 1 industrial building in
Hadareni Village, Mures County
Background informat6ion on the “COMMUNITY DEVELOPMENT PROGRAME IN HADARENI VILAGE” Following the Decision no. 1/2005 of the European Court of Human Rights – amiable solution - in the case of
Moldovan and others against Romania, the Romanian Government has initiated a community development programe in Hadareni village, Mures county. The aim of the program is to increase community cohesion between Roma, Hungarians and Romanian citizens of
the village by creating local organizational capacity, promoting civic education, initiating and developing dialogue
between ethnic and religious groups, enhancing economic development .
1. We hereby solicit your bid for civil works regarding the construction of 3 family houses, 1
medical/health village unit, and 1 industrial building in Hadareni Village, Mures County
2 . To enable you to submit a bid, please find enclosed:
Annex I. Instructions to Bidders Annex II. Bid Data Sheet
Annex III. General Terms and Conditions Annex IV. Special Conditions Annex V. Schedule of Requirements
Annex VI. Technical Specifications and details Annex VII. Bid Submission Form Annex VIII. Price schedule
3. Interested Bidders may obtain further information at the following address:
Contact Person: Cristina Boldur Name of Office: UNDP Romania, Procurement Unit
UN House, 48A Primaverii Blvd., Sector 1, Bucharest
Telephone & Fax: 0212017872 / 0212017828 E-Mail: [email protected]
All requests for additional information and clarifications must be submitted in writing either by e-mail ([email protected]) or by fax (0212017828).
4. Bids must be delivered to the above office on or before 19.11.2008, 16:00 hrs. Late bids shall be rejected.
5. Bids will be opened in the presence of Bidders’ Representatives, who chose to attend at UNDP offices in
Bucharest, Romania, on 20 November 2008, 12:00 hrs.
6 . This letter is not to be construed in any way as an offer to contract with your firm.
Sincerely,
Formatted: Font color: Auto
2
Annex I
INSTRUCTIONS TO BIDDERS A. Introduction
General: The Purchaser invites sealed Bids for five (5) lots of civil works, as follows: LOT NO. 1 Construction of family house “Lacatus Ghiolanca”
LOT NO. 2 Construction of family house “Moldovan Adrian”
LOT NO. 3 Construction of family house “Zoltan Florina”
LOT NO. 4 Construction of Medical/Health village unit
LOT NO. 5 Construction of Industrial Building
Bidders may quote for any of the lots or for all lots. In the case of bidding for multiple lots, the bidder must present
separate and distinct quotation for each lot. 1. Eligible Bidders: Bidders should not be associated, or have been associated in the past, directly or indirectly,
with a firm or any of its affiliates which have been engaged by the Purchaser to provide consulting services for
the preparation of the design specifications, and other documents to be used for the procurement of civil works to be purchased under this Invitation to Bids.
2. Cost of Bid: The Bidder shall bear all costs associated with the preparation and submission of the Bid, and the procuring UN entity will in no case be responsible or liable for those costs, regardless of the conduct or outcome of the solicitation.
B. Solicitation Documents
4. Examination of Solicitation Documents: The Bidder is expected to examine all corresponding instructions, forms, terms and specifications contained in the Solicitation Documents. Failure to comply with these documents will be at the Bidder’s risk and may affect the evaluation of the Bid.
5. Clarification of Solicitation Documents: A prospective Bidder requiring any clarification of the Solicitation
Documents may notify the procuring entity in writing. The response will be made in writing to any request for
clarification of the Solicitation Documents that it receives earlier than two weeks prior to the Deadline for the Submission of Bids. Written copies of the response (including an explanation of the query but without identifying the source of inquiry) will be sent to all prospective Bidders that received the Solicitation
Documents. 6. Amendments of Solicitation Documents: No later than two weeks prior to the Deadline for Submission of
Bids, the procuring entity may, for any reason, whether at its own initiative or in response to a clarification requested by a prospective Bidder, amend the Solicitation Documents. All prospective Bidders that have received the Solicitation Documents will be notified in writing of any amendments. In order to afford
prospective Bidders reasonable time in which to take the amendments into account in preparing their offers, the procuring entity may, at its discretion, extend the Deadline for the Submission of Bids.
C. Preparation of Bids
. 7. Language of the Bid: The Bid prepared by the Bidder and all correspondence and documents relating to the
Bid exchanged by the Bidder and the procuring entity shall be written in the language indicated on the Bid Data Sheet.
8. Documents Comprising the Bid:
The Bid must comprise the following documents:
(a) a Bid Submission form; (b) a Price Schedule completed in accordance with the Annexes V, VI and VIII and clause 11 of Instructions to
Bidders; (c) documentary evidence established in accordance with clause 9 of Instructions to Bidders that the Bidder is
eligible to and is qualified to perform the contract if its Bid is accepted,
3
(d) documentary evidence established in accordance with clause 10 of Instructions to Bidders that the civil works and ancillary services to be supplied by the Bidder are eligible civil works and services and conform to the Bidding Documents;
Absence of all or part of the above documents in a Bid or submission of a Bid, which is not fully corresponding, to the Bidding Documents’ requirements may lead to rejection of the aforementioned Bid.
9. Documents Establishing Bidder’s Eligibility and Qualifications:
The Bidder shall furnish evidence of its status as qualified construction work company. The documentary evidence of the Bidder’s qualifications to perform the contract if its Bid is accepted shall be established to the Purchaser’s satisfaction:
(a) Copies of original documents defining the constitution or legal status, place of registration and
principal pace of business of the Bidder
(b) that the Bidder is reliable and capable to perform the contract: - annual balance sheet of the company (including income statement) certified by the fiscal authorities; - the documentary evidence of the Bidder’s economic and financial capacity (bank statement of the Bidder’s
economic/financial reliability, auditing report, other relevant documentary evidence of economic and financial reliability);
(c) company profile (company’s profile and a list of the most important contracts )
10. Documents Establishing Civil works’ Conformity to Bidding Documents:
Construction materials and goods shall conform to Romanian standards, Specifications of the manufacturer, other applicable standards and shall combine high quality and functional reliability. Construction materials and goods shall be supplied to the Purchaser properly packed to avoid damage during transportation and storage.
The documentary evidence of conformity to the Bidding Documents may be in the form of literature, drawings, and data, and shall consist of: (a) A detailed description of the essential technical and performance characteristics of the equipment;
(b) A list giving full particulars, including available sources and current prices of spare parts, special tools, etc, necessary for the proper and continuing functioning of the equipment.
11. Bid Currencies/Bid Prices: All prices shall be quoted in Lei (or US Dollars). The Bidder shall indicate on the appropriate Price Schedule the unit prices (where applicable) and total Bid Price of the civil works it proposes to supply under the contract.
12. Period of Validity of Bids: Bids shall remain valid for 120 days after the date of Bid Submission prescribed by
the procuring UN entity pursuant to clause 16 of Instructions to Bidders. A Bid valid for a shorter period may
be rejected as non-responsive pursuant to clause 20 of Instructions to Bidders. In exceptional circumstances, the procuring UN entity may solicit the Bidder’s consent to an extension of the period of validity. The request and the responses thereto shall be made in writing. Bidders granting the request will not be required nor permitted to
modify their Bids.
13. Bid Security: (a) The Bidder shall furnish as part of its Bid a Bid Security to the Purchaser in the amount of 3 % of the Offer
Value. (b) The Bid Security is to protect the Purchaser against the risk of the Bidder’s conduct which would warrant the
security’s forfeiture, pursuant to Clause 13(g) below. (c) The Bid Security shall be denominated in the currency of the Purchase Order or in a freely convertible currency
and shall be in one of the following forms:
i. bank guarantee or irrevocable letter of credit, issued by a reputable bank located in the purchaser’s country or abroad, and in the form provided in these Solicitation Documents, or,
ii. cashier’s cheque, or certified cheque.
(d) Any Bid not secured in accordance with Clauses 13 a) and 13 c) above will be rejected by the Purchaser as non-responsive pursuant to clause 20 of Instructions to Bidders.
(e) Unsuccessful Bidder Bid Security will be discharged or returned as promptly as possible but not later than thirty
(30) days after the expiration of the period of Bid Validity prescribed by the Purchaser pursuant to clause 12 of instructions to Bidders.
4
(f) The successful Bidder’s Bid Security will be discharged or returned upon the Bidder signing the Purchase Order, pursuant to clause 26 of Instructions to Bidders, and furnishing the Performance Security, pursuant to clause 27 of Instructions to Bidders.
(g) The Bid Security may be forfeited: 1) If a Bidder withdraws its offer during the period of the Bid Validity specified by the Bidder on the Bid
Submission Form, or,
2) In the case of a successful Bidder, if the Bidder fails: i. to sign the Purchase Order in accordance with Clause 26 of Instructions to Bidders, or, ii. to furnish Performance Security in accordance with Clause 27 of Instructions to Bidders.
D. Submission of Bids
14. Format and Signing of Bid: The Bidder shall prepare two copies of the Bid, clearly marking each “Original Bid” and “Copy of Bid” as appropriate. In the event of any discrepancy between them, the original shall govern. The two copies of the Bid shall be typed or written in indelible ink and shall be signed by the Bidder or a person
or persons duly authorized to bind the Bidder to the contract. A Bid shall contain no interlineations, erasures, or overwriting except, as necessary to correct errors made by the Bidder, in which case such corrections shall be initialed by the person or persons signing the bid.
15. Sealing and Marking of Bids:
15.1 The Bidder shall seal the original and each copy of the Bid in separate envelopes, duly marking the envelopes as “ORIGINAL” and “COPY”. The envelopes shall then be sealed in an outer envelope.
15.2 The inner and outer envelopes shall:
(a) be addressed to the Purchaser at the address given in section I of these Solicitation Documents; and
(b) make reference to the “subject” indicated in section I of these Solicitation Documents, and a statement: “DO NOT OPEN BEFORE…….”, to be completed with the time and the date specified in section I of these Solicitation Documents for Bid Opening pursuant to clause 16 of Instructions to Bidders.
15.3 The inner and outer envelopes shall also indicate the name and address of the Bidder to enable the Bid to be returned unopened in case it is declared “late”.
15.4 If the outer envelope is not sealed and marked as required by clause 15.2 of Instructions to Bidders, the Purchaser will assume no responsibility for the Bid’s misplacement or premature opening.
16. Deadline for Submission of Bids/Late Bids:
16.1 Bids must be delivered to the office on or before the date and time specified in section I of these Solicitation Documents.
16.2 The Purchaser may, at its discretion, extend this deadline for the submission of the bids by amending the Bidding Documents in accordance with clause 6 of Instructions to Bidders, in which case all rights and
obligations of the Purchaser and Bidders previously subject to the deadline will thereafter be subject to the deadline as extended. 16 3 Any Bid received by the Purchaser after the Deadline for Submission of Bids will be rejected and
returned unopened to the Bidder. 17. Modification and Withdrawal of Bids: The Bidder may withdraw its Bid after submission, provided that
written notice of the withdrawal is received by the procuring UN entity prior to the deadline for submission. No Bid may be modified after passing of the Deadline for Submission of Bids. No Bid may be withdrawn in the interval between the Deadline for Submission of Bids and the expiration of the Period of Bid Validity.
E. Opening and Evaluation of Bids
18. Opening of Bids:
5
18.1 The Purchaser will open all Bids in the presence of Bidders’ Representatives who choose to attend, at the time, on the date, and at the place specified in section I of this Solicitation Document. The Bidders’ Representatives who are present shall sign a register evidencing their attendance.
18.2 The bidders’ names, Bid Modifications or withdrawals, bid Prices, discounts, and the presence or absence of requisite Bid Security and such other details as the purchaser, at its discretion, may consider appropriate, will
be announced at the opening. No Bid shall be rejected at Bid Opening, except for Late Bids, which shall be returned unopened to the Bidder pursuant to clause 20 of Instructions to Bidders.
18.3 Bids (and modifications sent pursuant to clause 17 of Instructions to Bidders) that are not opened and read out at Bid Opening shall not be considered further for evaluation, irrespective of the circumstances. Withdrawn Bids will be returned unopened to the Bidders.
18.4 The Purchaser will prepare minutes of the Bid Opening.
19. Clarification of Bids: To assist in the examination, evaluation and comparison of Bids the procuring UN entity may at its discretion ask the Bidder for clarification of its Bid. The request for clarification and the response shall be in writing and no change in price or substance of the Bid shall be sought, offered or permitted.
20. Preliminary Examination:
20.1 Prior to the detailed evaluation, the Purchaser will determine the substantial responsiveness of each Bid to the Invitation to Bid (ITB). A substantially responsive Bid is one which conforms to all the terms and conditions of the ITB without material deviations.
20.2 The Purchaser will examine the bids to determine whether they are complete, whether any computational errors have been made, whether the documents have been properly signed, and whether the bids are generally in
order. 20.3 Arithmetical errors will be rectified on the following basis: If there is a discrepancy between the unit price
and the total price that is obtained by multiplying the unit price and quantity, the unit price shall prevail and the total price shall be corrected. If the Bidder does not accept the correction of errors, its Bid will be rejected. If there is a discrepancy between words and figures the amount in words will prevail.
20.4 A Bid determined as not substantially responsive will be rejected by the Purchaser and may not subsequently be made responsive by the Bidder by correction of the non-conformity.
21. Conversion to Single Currency: To facilitate evaluation and comparison, the Purchaser will convert all Bid
Prices expressed in the amounts in various currencies in which the Bid Prices are payable to US dollars at the
official UN exchange rate on the last day for Submission of Bids. 22. Evaluation of Bids: Determination of compliance with the Solicitation Documents is based on the content of
the Bid itself without recourse to extrinsic evidence.
Evaluation Criteria
1.1 Compliance with requirements of technical assignment.
1.2 Price of the construction works.
1.3 Scheduled time for execution of construction works.
1.4 Compliance with Special and General Conditions specified by these Solicitation Documents.
1.5 Experience and quality of executed similar works confirmed by customers’ references.
F. Award of Contract
23. Award Criteria: The procuring UN entity will Issue the Purchase Order to the lowest priced technically
qualified Bidder. The Purchaser reserves the right to accept or reject any Bid, to annul the solicitation process
and reject all Bids at any time prior to award of purchase order, without thereby incurring any liability to the affected Bidder(s) or any obligation to provide information on the grounds for the purchaser’s action.
6
24. Purchaser’s Right to Vary Requirements at Time of Award: The Purchaser reserves the right at the time of
making the award of contract to increase or decrease by up to 10 % the quantity of civil works specified in the
Schedule of Requirements without any change in unit price or other terms and conditions. 25. Notification of Award: Prior to the expiration of the period of Bid Validity, the Purchaser will send the
successful Bidder the Purchase Order. The Purchase Order may only be accepted by the Supplier’s signing and returning an acknowledgement copy of it or by timely delivery of the civil works in accordance with the terms of this purchase order, as herein specified. Acceptance of this Purchase Order shall effect a contract between the
parties under which the rights and obligations of the parties shall be governed solely by the terms and conditions of this purchase order.
26. Signing of the Purchase Order : Within 30 days of receipt of the Purchase Order the successful Bidder shall sign, date and return it to the purchaser.
27. Performance Security: The successful Bidder shall provide the Performance Security on the Performance Security Form provided for in these Solicitation Documents, within 30 days of receipt of the Purchase Order from the purchaser.
Failure of the successful Bidder to comply with the requirement of clause 26 or clause 27 of Instructions to Bidders shall constitute sufficient grounds for the annulment of the award and forfeiture of the Bid Security, in
which event the Purchaser may make the award to the next lowest evaluated Bidder or call for new Bids.
7
Annex II
BID DATA SHEET
The following specific data for the civil works to be procured shall complement, supplement, or amend the provisions in the Instruction to Bidders. Whenever there is a conflict, the provisions herein shall prevail over those in the Instructions to Bidders.
Relevant clause(s) of Instruction to Bidders
Specific data complementing, supplementing, or amending instructions to Bidders
Language of the Bid
X English
Bid Price
As per cost estimate. The prices quoted shall include all labor, materials,
equipment, supplies, overhead, and other costs to fully furnish and install the works.The price quoted shall be as per Bill of Quantities attached as Annex VI Technical Specifications
Documents Establishing Bidder’s Eligibility &
Qualifications
X Required. � Not required. - Copies of original documents defining the constitution or legal status, place of registration and principal place of business of the Bidder
- that the Bidder is reliable and capable to perform the contract: - annual balance sheet of the company (including income statement)
certified by the fiscal authorities;
- the documentary evidence of the Bidder’s economic and financial capacity (bank statement of the Bidder’s economic/financial reliability, auditing report, other relevant documentary evidence of economic and financial
reliability); - company profile (company’s profile and a list of the most important
contracts performed in the past 3 years )
Bid Validity Period.
X 120 days � If different, please specify………………………
Bid Security
X Required. � Not required. Bid Security in the amount of 3 % of the Offer Value, as per clause 13 of Instructions to Bidders
Preliminary Examination –
completeness of bid.
X Partial bids permitted. � Partial bids not permitted. “Partial bid” means bid for any full LOT out the 5 indicated lots.
Purchaser’s Right to Vary
Requirements at Time of Award
X 15 percent, increase or
decrease.
� Condition waived
� Condition applies but change limit to ………
percent.
8
Annex III
General Terms and Conditions
1. ACCEPTANCE OF THE PURCHASE ORDER
This Purchase Order may only be accepted by the Supplier's signing and returning an acknowledgement copy of it or by timely delivery of the civil works in accordance with the terms of this Purchase Order, as herein specified. Acceptance of this Purchase Order shall effect a contract between the Parties under which the rights
and obligations of the Parties shall be governed solely by the terms and conditions of this Purchase Order, including these General Conditions. No additional or inconsistent provisions proposed by the Supplier shall bind UNDP unless agreed to in writing by a duly authorized official of UNDP.
2. PAYMENT
2.1.1 UNDP shall, on fulfilment of the Delivery Terms, unless otherwise provided in this Purchase
Order, make payment within 30 days of receipt of the Supplier's invoice for the civil works and copies of the shipping documents specified in this Purchase Order.
2.1.2 Payment against the invoice referred to above will reflect any discount shown under the payment
terms of this Purchase Order, provided payment is made within the period required by such payment terms.
2.1.3 Unless authorized by UNDP, the Supplier shall submit one invoice in respect of this Purchase
Order, and such invoice must indicate the Purchase Order's identification number. 2.1.4 The prices shown in this Purchase Order may not be increased except by express written
agreement of UNDP.
3. TAX EXEMPTION
3.1 Section 7 of the Convention on the Privileges and Immunities of the United Nations provides, inter alia, that the United Nations, including its subsidiary organs, is exempt from all direct taxes, except charges for utilities services, and is exempt from customs duties and charges of a similar nature in respect
of articles imported or exported for its official use. In the event any governmental authority refuses to recognize UNDP's exemption from such taxes, duties or charges, the Supplier shall immediately consult with UNDP to determine a mutually acceptable procedure.
3 .2 Accordingly, the Supplier authorizes UNDP to deduct from the Supplier's invoice any amount representing such taxes, duties or charges, unless the Supplier has consulted with UNDP before the payment
thereof and UNDP has, in each instance, specifically authorized the Supplier to pay such taxes, duties or charges under protest. In that event, the Supplier shall provide UNDP with written evidence that payment of such taxes, duties or charges has been made and appropriately authorized.
4. RISK OF LOSS
Risk of loss, damage to or destruction of the civil works shall be governed in accordance with DDU Incoterms 2000, unless otherwise agreed upon by the Parties on the front side of this Purchase Order.
5. EXPORT LICENCES Notwithstanding any INCOTERM 2000 used in this Purchase Order, the Supplier shall obtain any export
licences required for the civil works. 6. FITNESS OF CIVIL WORKS/PACKAGING
The Supplier warrants that the civil works, including packaging, conform to the specifications for the civil
works ordered under this Purchase Order and are fit for the purposes for which such civil works are ordinarily
used and for purposes expressly made known to the Supplier by UNDP, and are free from defects in workmanship and materials. The Supplier also warrants that the civil works are contained or packaged adequately to protect the civil works.
9
7. INSPECTION
1 . UNDP shall have a reasonable time after delivery of the civil works to inspect them and to reject and refuse acceptance of civil works not conforming to this Purchase Order; payment for civil works pursuant to this Purchase Order shall not be deemed an acceptance of the civil works.
2. Inspection prior to shipment does not relieve the Supplier from any of its contractual obligations.
8. INTELLECTUAL PROPERTY INFRINGEMENT The Supplier warrants that the use or supply by UNDP of the civil works sold under this Purchase Order does
not infringe any patent, design, trade-name or trade-mark. In addition, the Supplier shall, pursuant to this warranty, indemnify, defend and hold UNDP and the United Nations harmless from any actions or claims brought against UNDP or the United Nations pertaining to the alleged infringement of a patent, design, trade-
name or trade-mark arising in connection with the civil works sold under this Purchase Order. 9. RIGHTS OF UNDP
In case of failure by the Supplier to fulfil its obligations under the terms and conditions of this Purchase Order,
including but not limited to failure to obtain necessary export licences, or to make delivery of all or part of the
civil works by the agreed delivery date or dates, UNDP may, after giving the Supplier reasonable notice to perform and without prejudice to any other rights or remedies, exercise one or more of the following rights:
a) Procure all or part of the civil works from other sources, in which event UNDP may hold the Supplier responsible for any excess cost occasioned thereby.
b) Refuse to accept delivery of all or part of the civil works.
c) Cancel this Purchase Order without any liability for termination charges or any other liability of any kind of UNDP.
10. LATE DELIVERY Without limiting any other rights or obligations of the parties hereunder, if the Supplier will be unable to deliver
the civil works by the delivery date(s) stipulated in this Purchase Order, the Supplier shall (i) immediately consult with UNDP to determine the most expeditious means for delivering the civil works and (ii) use an expedited means of delivery, at the Supplier's cost (unless the delay is due to Force Majeure), if reasonably so
requested by UNDP. 11. ASSIGNMENT AND INSOLVENCY
11.1. The Supplier shall not, except after obtaining the written consent of UNDP, assign, transfer, pledge or
make other disposition of this Purchase Order, or any part thereof, or any of the Supplier's rights or
obligations under this Purchase Order. 11.2. Should the Supplier become insolvent or should control of the Supplier change by virtue of insolvency,
UNDP may, without prejudice to any other rights or remedies, immediately terminate this Purchase Order
by giving the Supplier written notice of termination. 12. USE OF UNDP OR UNITED NATIONS NAME OR EMBLEM
The Supplier shall not use the name, emblem or official seal of UNDP or the United Nations for any purpose. 13. PROHIBITION ON ADVERTISING
The Supplier shall not advertise or otherwise make public that it is furnishing civil works or services to UNDP
without specific permission of UNDP in each instance.
14. CHILD LABOUR
The Supplier represents and warrants that neither it nor any of its affiliates is engaged in any practice inconsistent with the rights set forth in the Convention on the Rights of the Child, including Article 32 thereof, which, inter alia, requires that a child shall be protected from performing any work that is likely to be hazardous
10
or to interfere with the child's education, or to be harmful to the child's health or physical, mental, spiritual, moral or social development.
Any breach of this representation and warranty shall entitle UNDP to terminate this Purchase Order immediately upon notice to the Supplier, without any liability for termination charges or any other liability of any kind of UNDP.
15. MINES
The Supplier represents and warrants that neither it nor any of its affiliates is actively and directly engaged in patent activities, development, assembly, production, trade or manufacture of mines or in such activities in respect of components primarily utilized in the manufacture of Mines. The term "Mines" means those devices
defined in Article 2, Paragraphs 1, 4 and 5 of Protocol II annexed to the Convention on Prohibitions and Restrictions on the Use of Certain Conventional Weapons Which May Be Deemed to Be Excessively Injurious or to Have Indiscriminate Effects of 1980.
Any breach of this representation and warranty shall entitle UNDP to terminate this Purchase Order
immediately upon notice to the Supplier, without any liability for termination charges or any other liability of
any kind of UNDP. 16. SETTLEMENT OF DISPUTES
16.1 Amicable Settlement
The Parties shall use their best efforts to settle amicably any dispute, controversy or claim arising out of, or relating to this Purchase Order or the breach, termination or invalidity thereof. Where the Parties wish to seek such an amicable settlement through conciliation, the conciliation shall take place in accordance with the
UNCITRAL Conciliation Rules then obtaining, or according to such other procedure as may be agreed between the Parties.
16.2 Arbitration Unless, any such dispute, controversy or claim between the Parties arising out of or relating to this Purchase
Order or the breach, termination or invalidity thereof is settled amicably under the preceding paragraph of this Section within sixty (60) days after receipt by one Party of the other Party's request for such amicable settlement, such dispute, controversy or claim shall be referred by either Party to arbitration in accordance with
the UNCITRAL Arbitration Rules then obtaining, including its provisions on applicable law. The arbitral tribunal shall have no authority to award punitive damages. The Parties shall be bound by any arbitration award rendered as a result of such arbitration as the final adjudication of any such controversy, claim or dispute.
17. PRIVILEGES AND IMMUNITIES
Nothing in or related to these General Terms and Conditions or this Purchase Order shall be deemed a waiver of any of the privileges and immunities of the United Nations, including its subsidiary organs.
11
Annex IV
Special Conditions
The following Special Conditions shall complement, supplement, or amend the General Conditions. Whenever there
is a conflict, the provisions herein shall prevail over those in the General Conditions.
Warranty/Guarantee
X Applies 1 Does not apply If, within 12 months after the civil works have been put
into service, any defects are discovered or arise in the normal course of usage, the Supplier shall remedy the defect either by replacement or by repair. The Contractor
shall ensure the guarantee period for the performed works
Liquidated damages
X Applies 1 Does not apply If the Supplier fails to supply the specified civil works within the time period(s) stipulated by the purchase order, the Purchaser shall, without prejudice to its other
remedies under the contract, deduct from the Purchase Order price, as liquidated damages, a sum equivalent to 0.5 percent of the delivered price of the delayed civil works for each week of delay until actual delivery, up to
a maximum deduction of 10 percent of the delayed civil works Purchase Order price. Once the maximum is reached, the Purchaser may consider termination of the
Purchase Order
Performance security
X Applies 1 Does not apply The Performance Security shall amount to 5 % of the
contract price; this percentage shall be withheld from the value of each Statement of Works and shall be deposited in the Contractor’s security account.
Fifty percent (50%) of the security shall be returned upon works final reception and completion, and fifty percent (50%) shall be returned at the end of the 12-month Defects
Liability Period calculated from the date of the completion of the works.
Annex V.
12
SCHEDULE OF REQUIREMENTS
Lot No.
Unit Description of works (specific requirements, general requirements are as per Annex VI)
1
Family House
Lacatus Ghiolanca Composed of 3 rooms, sanitary room, kitchen and other annex required spaces (built area 70-80sq.m/building), built only with one level- ground floor, two/four slopes roof; all installations required by the normal standard of housing in the rural area- electrical
installations, water pipes from an individual well , ecological tank for sanitation purposes, heating system with stoves.
2
Family House
Moldovan Adrian
Composed of 3 rooms, sanitary room, kitchen and other annex required spaces (built area
70-80sq.m/building), built only with one level- ground floor, two/four slopes roof; all installations required by the normal standard of housing in the rural area- electrical installations, water pipes from an individual well , ecological tank for sanitation purposes,
heating system with stoves. 3 Family House
Zoltan Florina Composed of 3 rooms, sanitary room, kitchen and other annex required spaces (built area 70-80sq.m/building), built only with one level- ground floor, two/four slopes roof; all
installations required by the normal standard of housing in the rural area- electrical installations, water pipes from an individual well , ecological tank for sanitation purposes, heating system with stoves.
4 Health unit Built only with one level- ground floor; all installations required by the normal standard; ecological tank for sanitation purposes; heating system –gas power central unit
5 Industrial Building For two different activities and office spaces for meetings or coordination of activities (350
sq.m- 200 sq.m for construction activities, 100sq.m for textile field activities, 50sq.m offices)
The schedule of works can be adjusted as agreed by the Parties when signing the Contract.
13
Annex VI. BILL OF QUANTITIES & SPECIFICATION CRITERIA
LOT NO.1 Family House Lacatus Ghiolanca
QUANTITY LIST WITH TECHNOLOGICAL EQUIPMENT, INCLUDING UTILITIES OF THE ESTIMATE-OFFER FOR PROCUREMENT
Item Name M.U. Quantity Unitary Price
-lei/M.U.-
Amount (VAT
exclusive)
-Thousand lei-
(col.3 x 4)
Supplier
(name,
address,telep
hone,
facsimile)
0 1 2 3 4 5 6
1 Water meter Qn=1.5 cubic
meters/h
pcs 1
2 Ecological tank for waste
water, capacity 10 cubic
meters
pcs 1
3 Electric Boiler 10l pcs 1
Thousand lei: TOTAL
USD*):
*) Exchange rate =…………………. Lei/USD, of …………………….
14
TECHNICAL SHEET No. 1
EQUIPMENT: WATER METER Qn=1.5 cubic meters/h
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and
the specifications imposed by the
Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Type: multi-jet, and dry dial -Nominal output: 1.5 mc/h
-Nominal diameter: 20 mm - Connection sizing: 3/4˝ -Connection type: coupling -Design pressure Pn 6 bars
2. Performance specs and conditions related to safety in exploitation: - To be granted a Technical Agreement or an
homologation document; - The Technical Book shall be presented in
Romanian wording.
3. Conditions related to compliance with relevant standards: -Accuracy category: B
4. Guarantee and post-guarantee conditions: -3 years guarantee
- 3 days for solving out issues occurred during the
guarantee period
5. Other condition of technical character:
15
TECHNICAL SHEET No. 2
EQUIPMENT: ECOLOGICAL TANK FOR WASTE WATER
Item Technical specifications imposed by the Technical
Specifications
Comparison between the
technical proposal and the specifications imposed by
the Technical
Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Material: polyester
-Net volume: 10 cubic meters -Diameter: 1.8 linear meters -Length: 4.15 linear meters -Installing: buried
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement or an homologation document;
3. Conditions related to compliance with relevant standards: -SR EN 12566-1
4. Guarantee and post-guarantee conditions: - 3 years guarantee.
5. Other condition of technical character:
Minimum life cycle: 30 years
16
TECHNICAL SHEET No . 3
EQUIPMENT: ELECTRIC BOILER
Item Technical specifications imposed by the Technical
Specifications Comparison between the technical proposal and
the specifications imposed by the
Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Hot water 800C
• Capacity 10l
• Sizes: 360x254x360
• Maximum pressure: Pn 10 bar
• Wasteful resistance power: 1.2 kW
• Power supply: 220 V
2. Performance specs and conditions related to safety in exploitation:
-Inside the boiler’s surface is covered by a special enamel layer; -It is fitted out by a programmable thermostat,
magnesium anode, insulation, relief pressure valve, “on-off” switch.
3. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement or an homologation document;
• The Technical Book shall be presented in Romanian wording.
4. Guarantee and post-guarantee conditions:
• 3 days for solving out issues occurred during
the guarantee period;
• 10 days for providing spare parts in the post-guarantee period.
5. Other condition of technical character
17
Bill of quantities
Estimate - Tender: ELECTRIC INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 EA02A1 [ 2] M 170.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=16/13,4MM
002 EA02A3 [ 2] M 8.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=25,8/21,8 MM
003 EA12A1 M 20.000
METALLIC,FLEXIBILE,PROTECTION,UNTIGHT
TUBE, WITH 2 ROWS OF COILS IN
QUADRILATERAL-SHAPE(SPD) 13,5-23 MM
003 7356501 M 20.500
METALIC TUBE FLEX.PROT.NONTIGHT TYPE SPD
-ROMAN D=13,5 MM
004 EB02A1 M 280.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
004 4826880 M 288.400
CONDUCTOR FY 1X 1,5 S 6865
005 EB02A1 M 340.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
005 4826892 M 350.200
CONDUCTOR FY 1X 2,5 S 6865
006 EB02B1 M 30.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION 6- 10 MMP
006 4826919 M 30.900
CONDUCTOR FY 1X 6 S 6865
007 ED01A1 BUC. 4.000
MANUAL SWITCH BURIED UNIPOLAR NORMAL OR
WATERPROOF CONSTRUCTION *
18
007 5500720 BUC. 4.040
CUMPANA SWITCH ST.250V 10A
008 ED03A1 BUC. 5.000
UNIPOLAR SWITCH BURIED,WOODEN NAILS,IN
SERIES,NORM.CONSTR.OF BACHELITA OR
WATERPROOF CONSTR.
008 5520366 BUC. 5.050
CUMPANA SHIFTER ST.250V 10A
009 ED08A1 BUC. 1.000
PLUG BURIED ASSEM.NORMAL CONSTR.
WATERPROOF OR NORMAL PROTECTION CONTACT
009 5536156 BUC. 1.010
BIPOLAR PLUG PROT.PANEL 250/10A RECESSED
010 ED08B1 [ 1] BUC. 9.000
DOUBLE TWIN PLUG WITH PROTECTION
CONTACT RECESSED MOUNTED
010 5535994 BUC. 9.090
DOUBLE BIPOL.PLUG,PROT.CONTACT 250/10A
RECESSED
011 ED01D1 BUC. 1.000
MANUAL SWITCH WOODEN NAILS IN UNIPOLAR
NORMAL CONSTR. MADE OF BACHELITE OR
TIGHT CONSTR.
011 5500677 BUC. 1.010
VISIBLY SET MANUAL SHIFTER 250V 10A
012 ED10A1 [ 1] BUC. 1.000
BELL BUTTON 10A 250V
013 EE04A1 BUC. 2.000
SIMPLE LUMINAIRE (LAMP HOLDER) REGULAR,
WITH NAIL AND RING
014 EE05A1 BUC. 3.000
SIMPLE APPLY ,OBL./RIGHT.GLOB ST.OPAL.
MONT.CEILING./WALLS ON WOOD DOWEL
014 5104071 BUC. 3.036
WALL BRACKET E27,OBLIQUE,60W,BOWL
015 EE08A1 [ 1] BUC. 1.000
CHANDELIER INCANDENSCENCE BULBS WITH 1
ARM
19
015 5105311 BUC. 1.003
INCANDENSCENCE BULBS 1 ARM CHANDELIER
016 EE08A1 BUC. 2.000
CHANDELIER INCANDENSCENCE BULBS WITH 2
ARMS
016 5105312 BUC. 2.006
INCANDENSCENCE BULBS 1 ARM CHANDELIER
017 EE08B1 BUC. 1.000
CHANDELIER INCANDENSCENCE BULBS WITH 3
ARMS
017 5105300 BUC. 1.003
INCANDENSCENCE BULBS 3 ARMS CHANDELIER
018 EE12B1 BUC. 1.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
018 5103611 BUC. 1.003
FLUOR.LUMINAIRE FIA 11-2X36 W EQUIPPED,
APPARENT ASSEM.
019 EE12B1 BUC. 2.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
019 5103823 BUC. 2.006
FLUORESCENT LIGHT FIXTURES AB 02-1X18 W
VISIBLY SET
020 EE14A1 BUC. 2.000
ASSEM.LAMP INSIDE.CONSTR.OR ON EXTER.
ELEMENTS INCANDESCENCE UP TO 1000 W.
020 5101029 BUC. 2.100
INCANDESCENTE LAMP CLEAR E27 TIP S 220V
25W S6115
021 EE14A1 BUC. 11.000
ASSEM.LAMP INSIDE.CONSTR.OR ON EXTER.
ELEMENTS INCANDESCENCE UP TO 1000 W.
021 5101251 BUC. 11.550
INCANDES LAMP DOUBLE SPIR.CLEAR E27 AM
220V 60W CS
022 EF05D1 [ 1] BUC. 1.000
PANEL WITH PROTECTION CUT-OUT AND
20
DIFER.FAULT CURRENT DEVICE +
BELL AND SWITCH
022 7305451 BUC. 1.000
PANEL WITH 4 PROTECTION CUT-OUTS
PHASE-NULL(1x 6A+2x16A+1x16A WITH DIFFER.
PROT.DIVICE Id=30mA) BELL AND SWITCH
023 EF09A1 BUC. 6.000
COUPLING COPPER PIPE AT DEVICES BORNS ,
MOTORS,ELECTR.COUNTER COND.HAVING SECT.
<10SQMM,EXCLUSIVELY
024 EG08B1 M 10.000
COND.EARTH CONNECTION LIGHTING ROD
UNDERGROUND EARTH CONN.GALVANIZED STEEL
STRIP 40X4MM IN HARD SOIL *
025 W1R06A1 M 3.000
ELECTRODE OF STEEL PIPE OF TWO AND
A HALF INCHES FOR EARTH GROUNDING
IN NORMAL GROUND
026 W1P08A BUC. 1.000
EARTH CONN.TESTING FOR BUILDING WIRING
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT Bill of quantities
Estimate - Tender: VARIABLE ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
21
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 20.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1304 ORA 159.000
SELF-LIFTING METALIC SCAFFOLD 2 CASTLES
6MARCH 75KG/M H-31M L=12M 3SHIFTS
003 CI02A1 [10] MP. 20.000
NATURAL LOCAL STONE PLATING
INCL. MESH
003 2202200 SQ.M. 20.400
BANPOTOC 1 QUALITY G=2CM S LIMESTONE SLAB
6035
004 CG06C1 MP. 6.500
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
005 CH01B1 M 13.500
PLATED SIMPLE CONCRETE TREADS WITH
PREFAB.TREADS AND RISERS WITH MARBLE
MOSAIC
005 2802892 M 13.905
MANUFACT.MARBLE STAIR CASE NAT.COLOUR
005 2802957 M 13.905
MARBLE MOSAIC RISER NATURAL COLOUR
006 CE14A1 M 5.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
007 CF06A1 MP. 20.000
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
007 2101203 M.C. 0.440
PLASTER MORTAR M25T
008 CG07B1 M 8.000
MOSAIC PLINTHS OR GORGES CAST ON SITE
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
009 CH04A1 M 6.000
CURRENT WOODEN HANDRAIL
009 2948144 M 6.300
OAK WOOD HANDRAIL PRECAST SECT. 40X80 MM
22
010 CL20B1 KG 52.000
APPARENT METALLIC MANUFACT. ASSEMBLYING:
GRATES BANISTERS,TRAP DOOR,CHECKS, GRILL
010 6306274 KG 52.000
SIMPL.DECORATIVE LATTICE WORK FOR
STAIRCASES,PROFILED STEEL BALCONY
011 CN11B1 MP. 5.500
DYE WORKS AT BANISTERS,GRID,METALLIC
PARAPET WITH ALCHIDICAL ENAMEL
011 6108347 KG 0.385
REDISH BROWN ENAMEL UIC E.735-8 NTR 1703
-80
011 6100943 KG 0.440
ALCHID RED OXID PLASTER ROUGH G 735-3
012 CN09G1 MP. 18.000
PAINTINGS ON WOOD CARPENTERY ,DONE WITH
2 LAYERS ALCHIDIC LAQUER COLORLESS,AT
DOORS,WINDOWS ,SHUTTER.RUL.
013 CO02B1 MP. 30.000
CONCRETE PLATES WALK SIDE FOR SAND
PAVEMENTS,JOINTS FILLED WITH MASTIC
013 2800488 MP. 30.600
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
014 IZF10F1 [ 3] MP. 20.000
50MM EXTRUDED POLYSTYRENE LAYER TO
EXTERIOR WALLS GLUED BY BITUMINOUS CEMENT
015 RPCO56A1 [ 3] M 18.000
OAK WOOD BANISTERS AT PLATFORMS WITH
SIZES OF 30 X 125MM AT 3 ROWS
016 CH01D1 M 9.000
SIMPLE CONCRETE TREADS TITIVATED OR
ROLLED WITH CEMENT MORTAR M100-T
CAREFULLY FINISHED
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION, NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
23
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
BILL OF QUANTITIES
Estimate - Tender: CONSTANT ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 132.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 390.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
003 MDTC5517 BUC. 2.000
EQUIPMENT TRANSPORT KM 90100043
SELF-LIFTING METALLIC SCAFFOLDING WITH 2
CASTLES
004 CD04E1 M.C. 0.100
MASONRY FROM PRESSED BRICK 240X115X63MM
AT BATHROOM TUB CLOSING, CAL.1
005 CD04C1 M.C. 2.000
RESSED BRICK MASONRY 240X115X63MM AT
INSULATED CHIMNEY STACKS IN GARRET,QAL.1
005 2101171 M.C. 0.340
MASONRY MORTAR M 50 S 1030
006 CD05A1 M.C. 32.000
BRICK MASONRY TYPE GVP AT BUILDINGS H
<35M, SHAPE 240X115X 88MM,Q.A
006 2101169 M.C. 6.720
MASONRY MORTAR M 25 S 1030
007 CD04H1 M.C. 6.000
MASONRY FROM PRESSED BRICK 240X115X63M M
AT BUILDING.H<35M, 12,5CM THICKNESS, Q.
A,WITH VOIDS <50 %
007 2101169 M.C. 1.080
MASONRY MORTAR M 25 S 1030
008 CE15B2 [ 1] M 8.000
ALUMINIM WINDOW BOARDS
009 CF01K1 MP. 246.000
FLOATED INT.PLASTERS,AT COLUMNS,WALLS
24
WITH SPRINKLER AND PLASTER ROUGH CAST
MECHANICALLY PERFORMED,OF 2CM
009 2101202 M.C. 4.428
PLASTER MORTAR M10T
010 CF06K1 MP. 123.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
010 2101204 M.C. 2.829
MORTAR M50T
011 CF06C1 [ 6] MP. 123.000
OUTER DECORATIVE PLASTER OR
SIMILAR
012 CF10C1 MP. 316.000
PLASTER POLISHING APPLIED ON FLOATED
INTERIOR PLASTERS
013 CG01E1 [ 5] MP. 70.000
CEMENT SLAB FINISH FOR FLOORS
014 RPCK07D1 MP. 52.000
RESINOUS WOODEN FLOORING OF 24MM
THICK. NAILED ON OAK LATHS OF
50X80MM
015 CG06C1 MP. 9.500
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
016 CG06D1 MP. 8.500
MOSAIC FLOOR POURED ON SITE OF 1,5CM
THICK.SIMPLE WITHOUT CRIMP ON SURF.>5MP
WITH MARBLE MOSAIC
017 CG07B1 M 37.500
MOSAIC PLINTHS OR GORGES CAST ON SITE
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
018 CG28B1 MP. 70.000
5MM DIFFERENCE SUPP.LAYER FOR CEMENT
MORTAR FLOOR
018 2101200 M.C. 0.350
PLASTER MORTAR M 100 (LIME PASTE ) S
1030
019 CG26A1 MP. 18.000
POLISHING,INCLUDING MARBLE OR MARBLE
MOSAIC GRAVEL WAXING FLOORS
020 CG26B1 M 37.500
POLISHING INCLUDING PLINTH AND GORGES
WAXING
25
021 CN04D1 MP. 44.000
DYE WORKS FOR INTERIOR AND EXTERIOR
MANUALLY EXEC.WITH OIL PAINTS
IN 2 LAYERS ON SMOOTH PLASTERS
021 6103309 KG 10.648
CREAM PAINT (FP) V.401-1 NTR 90-80
022 CK11G1 [ 3] MP. 11.000
PVC DOUBLED-GLASSED WINDOWS
023 CK14A1 [ 2] MP. 5.300
WHITE COLOR PVC DOORS WITH THERMO
INSULATING GLASS 4+ 16+4MM
024 CK03A1 MP. 9.800
INTERIOR SIMPLE WOOD DOORS ONE LEAF ON
LINING
024 2933300 MP. 9.800
ONE LEAF TIMBER DOOR ON LINING FINISHED
BY MANUFACTURER
025 CK03C1 MP. 3.300
INTERNAL SIMPLE WOOD DOORS IN 2 LEAFS ON
LINING
025 2932150 MP. 3.300
2 LEAFS WOOD DOORS ON LININGS PAINTED AT
PRODUCER
026 CK25C1 BUC. 2.000
CARPENTRY ACCESSORY WORKS APPLIED LOCK
TO A YALE SYSTEM
026 6310380 BUC. 2.000
SAFETY LOCK IN YALLE
SYSTEM WITH DOOR BOLT
027 CK08A1 MP. 0.350
EXTRA DIFFERENCE AT LINING FOR DOORS
WIDER THAN 19,5 CM.
028 CK09A1 [ 1] M 8.000
20CM WIDE PVC WINDOW BOARDS SET TO THE
INTERIOR
029 CM02E1 MP. 4.000
DRAWN WINDOWS SIMPLE MEASURE FREE ON
WOOD CARPENTERY 4-8MM THICK.WITH PUTTY
AND WANG AT VITRI
029 2500327 MP. 4.360
CLEAR DRAWN GLASS Q.3 4MM. PACKED FREE
26
SIZES S 853
030 CN06B1 [ 3] MP. 316.000
3 LAYER WHITE COLOR WASHABLE PAINTING FOR
INTERIOR FOR WALLS
031 RPCK72A1 MP. 52.000
PALUX LAKE PARQUET LAQUERING IN THREE
LAYERS
032 IZF10C1 [10] MP. 123.000
THERMINSULATING LAYER FOR WALLS OF
EXPANDED POLYSTYRENE FOR FACADE OF 10CM
THICK.INCLUDING MORTAR ADHESIVE AND
SECURING NAILS
032 2602797 MP. 124.230
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
033 CO12A1 BUC. 470.000
TERACOTTA ENAMEL STOVES,INCLUDING
METALLIC SEALS
033 2436887 BUC. 484.100
COLORED TILES FOR STOVES OF 240X220 1ST Q.
S1798
033 7323475 BUC. 4.700
METALLIC SET TERRACOTTA STOVE (EG .GRILL)
FROM NES CAST IRON
033 7323580 BUC. 4.700
CAST IRON GRILL MAR ,1 105 X128X8
034 TRA06A TONA 37.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. = KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
27
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: CONSTANT ARCHITECTURE GARRET
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 25.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 170.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
003 CD05E1 M.C. 5.000
BRICK MASONRY GVP TYPE FOR
CONSTR.H<35M, FORMAT 365X180X138MM,A Q.
003 2101169 M.C. 0.650
MASONRY MORTAR M 25 S 1030
004 CD04C1 M.C. 1.850
RESSED BRICK MASONRY 240X115X63MM AT
INSULATED CHIMNEY STACKS IN GARRET,QAL.1
004 2101171 M.C. 0.315
MASONRY MORTAR M 50 S 1030
005 CE01A1 MP. 160.000
BURNT CLAY SHAPED TILE COVER
005 2302983 BUC. 2560.000
DRAIN TILE WITH 1 BEAK Q1 390X230X11
S515
006 CE13A1 M 39.000
GALVANIZED PLATE DRAIN OF 0,5MM, MADE ON
SITE SEMIROUND WITH D=15CM
28
007 CE14A1 M 21.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
008 CE15B2 [ 1] M 1.200
ALUMINIM WINDOW BOARDS
009 CE19D1 [ 1] M 55.000
TOOTHING EAVES FROM ONE SIDE
PLANE BOARD AND RABBETED
OF 70CM WIDE
009 2903830 M.C. 0.083
LONG RESIN BOARD SELVEDGED CLASS C THICK
=24MM L=3,00M S 942
010 CF06A1 MP. 6.000
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
010 2101203 M.C. 0.132
PLASTER MORTAR M25T
011 CF06C1 [ 6] MP. 25.000
OUTER DECORATIVE PLASTER OR
SIMILAR
012 CF06K1 MP. 25.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
012 2101203 M.C. 0.575
PLASTER MORTAR M25T
013 CK01A1 MP. 0.500
BUILDINGS WOODEN WINDOWS WITH H= 0- 35M
WITH FRAME SURFACE < 1,00MP.
013 2938811 MP. 0.500
EXTERNAL SIMPLE RESIN WINDOWS OAK FRAME
<0,50 SQM
014 VB34C1 BUC. 3.000
PROTECTION CAP FOR CIRCULAR SEWERS WITH
PERIM. OF 701-1600 MM MADE.ON SITE DET.
TYPE 61/0
015 CK09A1 M 1.000
RESINOUS TIMBER LINTELS
015 2947800 M 1.000
RESINOUS WINDOW BOARD OF 30MM WIDE UP
TO 120MM
016 CM02B1 MP. 0.500
DRAWN GLASSES SIMPLE FREE MEASURE ON
WOOD CARPENTERY 2-3MM THICK. WITH
PUTTYAND EYES NAILS>0,25MP
016 2500195 MP. 0.565
29
CLEAR DRAWN WINDOW Q.3 3MM. PACKED FREE
SIZES S 853
017 CN09B1 MP. 0.250
DYE WORKS ON WOOD CARPENTRY,OIL PAINT IN
3 LAYERS AT DOORS AND WINDOWS
017 6103270 KG 0.090
RED PAINT V.231-1 NTR 90-80
018 CN15B1 [ 4] MP. 300.000
PAINTING THE TIMBER BY FIREPROOF
SOLUTIONS
019 CN15D1 MP. 75.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
020 CN01A1 MP. 6.000
TWO LAYERS LIME MILK PAINTINGS
(PAINTINGS)
021 CO15B1 BUC. 5.000
CLEANING WICHET AT DOUBLE CHIMNEY STACKS
022 CO02B1 [ 2] MP. 3.000
CONCRETE PRECAST SLABS 70 X70 X8CM LAID
ON THE CLEANING DOOR AREA FOR THE
CHIMNEY STACKS
022 2800488 MP. 3.060
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
023 CO17A1 BUC. 1.000
HATCH TO NON-CIRCULATING TERRACE EXITS
0,8 X0.8M BEECH WOOD INSULATED WITH
INSULATING MATERIAL OF 30MIN FIRE
RESISTANT
024 CO23A1 MP. 81.000
BEECH BOARD WOOD FLOOR BOARDING OF 20MM
THICKNESS
025 IZF10F1 [18] MP. 81.000
INSULATING MINERAL WOOL LAYER G80 TYPE
150MM THICK. COATED,AND ^=0.040 W/MK AND
0 KG/CUBIC METER TO THE FLOORING
026 IZF10C1 [ 5] MP. 25.000
THERMO-INSULATING LAYER FOR FLOOR WITH
EXPANDED POLYSTYRENE
026 2602797 MP. 25.250
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
027 IZF03B2 MP. 25.000
BARRIER AGAINST VAPOURS ON VERTICAL
SURFACE WITH 1STR IMPISLIT BIT TYPE /A
SAU TSA2000 LIP WITH BITUM TYPE
30
027 2600048 KG 37.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
027 2602060 MP. 27.500
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
028 IZF02A1 MP. 25.000
ROOF VAPOUR DIFFUSION LAYER,TERRACCE
WITH GLASS FIBRE KNITTING HORISONTAL
SURFACE BITUMEN
028 2600048 KG 12.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
029 IZF01A1 MP. 25.000
SURFACE MILDING APPLY.VAPOURS DIFUSION
LAYER WITH CUT BITUMEN IN 2 LAYERS
HORIS.AND VERT.SURFACE
029 2600048 KG 3.750
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
030 IZF04J2 MP. 25.000
BOUNDARY LAYER RELATED TO THE INSULATION
WORK EXEC WITH FIBER GLASS FELTING
AND NON GLUED BREAKDOWN
030 2602060 MP. 27.000
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
31
TOTAL with VAT
List with work quantities
Estimate - Tender: RESISTANCE INFRASTRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA04C1 M.C. 18.700
MAN.DIGG.IN LIMIT.SPACES UNDER 1M
SUPPOR.AND MAN.EVAC.IN SOIL WITH NAT.
MOIST AT DEPTH 0,0-1,5M HARD SOIL
002 TSC02D1 100 MC. 0.290
DIGGING WITH EXCAVATOR ON TYRES 0,21-0,
39 MC SOIL NATURAL MOISTURE OPEN AUT.
FILED CATEGORY 2
003 TSC02C1 100 MC. 0.390
EXCAVAT.DIGGING ON TYRES 0,21-0,39 MC
NATUR MOIST SOIL LOAD.DEP.SOIL CAT.1
004 TSD01C1 M.C. 35.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
005 TSD05A1 100 MC. 0.350
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
006 TRA06A05 TONA 129.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
007 TSC35B31 100 MC. 0.490
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
008 TSF01B1 MP. 52.000
BANKS SUPPORT BY BEECH BOARDS
HORIZ.LAID WIDTH<1.5M, DEPTH 0,0-
2M;0,21-0,6M BETWEEN BOARDS
009 CG32D1 [ 5] M.C. 8.000
FILLINGS IN LAYERS, EXECUTED BY
MECHANICALLY COMPACTED GRAVEL
010 CA01B1 M.C. 35.300
SIMPLE CONCRETE MOULDING IN FOUNDATIONS
(CONTINUOUS,ISOLATED)AND SOCLES WITH
VOLUME > 3MC,AND IN RETAINIG WALLS
32
010 2100945 M.C. 35.582
CEMENT CONCRETE B 150(C8/10) STAS 3622
011 CA01D1 M.C. 12.200
SIMPLE CONCRETE MOULDING IN LAYERS OF 3-
20CM THICKNESS AT CONSTRUCTIONS WITH H
<35M
011 2100945 M.C. 9.374
CEMENT CONCRETE B 150(C8/10) STAS 3622
011 2100919 M.C. 2.923
CEMENT CONCRETE B50 (C2.8/3.5) STAS 3622
012 CB11A1 MP. 139.000
SHUTTERINGS FOR CONCRETE IN ELEV.FROM
PANELS TO STRAIGHT WALL WITH H<3M,WITH
PLYWOOD OF 8MM THICK.
013 CC01C1 KG 710.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
014 CZ0301A1 KG 340.000
MANUFAC.REINFOR.SHAPED BARS FOR
FOUNDATION ISOL.CONTINUOUS AND PLATES
IN.CENT.WORKSHOPS OB 37 D=6-8MM
015 CZ0301D1 KG 370.000
REINFORCED MANUFACTURED SHAPING BARS FOR
CONTINOUS ISOLATED FOUNDATION AND PLATE
FOUNDATION IN ATEL CENT.PC 52 D=6-8MM
016 TRA06A05 TONA 119.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
017 TRA02A05 TONA 0.710
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
018 IZF10F1 [14] MP. 63.300
EXTRUDED POLYSTYRENE INSULATION
LAYER OF 100MM WITH λ= 0.03 W/MK δ> 35 KG
UNDER THE REINFORCED CONCRETE SLAB
019 IZF04J1 [ 1] MP. 81.000
BOUNDARY LAYER EXEC BY POLYETHYLENE
FOIL OF 0.2MM
020 CF12A1 [ 1] MP. 19.000
RIGID WATERPROOFING ON M100T WALLS WITH
APAPSTOP APPLIED IN 3 LAYERS ON HORIZ
SURFACES UNDER WALLS ACC. TO TECHNICAL
SPECIFICATIONS
Direct expensive from items:
33
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: RESISTANCE SUPER-STRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CA02J1 M.C. 18.000
MOULDING REINFOR.CONCRETE TO CONSTR.WITH
H<35M,IN FLOORS(BEAMS,COLUMNS,PLATES)
WITH SLAB THICKN.>10CM
001 2100957 M.C. 18.144
34
CEMENT CONCRETE B 200(C12/15) STAS 3622
002 CB13A1 MP. 116.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTRUCTIONS WITH H<20M TO SLABS AND
BEAMS,WITH PLYWOOD OF 8MM
003 CB13B1 MP. 25.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
004 CB44A1 BUC. 62.000
SUST.WITH STUDS EXTENS PER3100R FOR
ASSEMBLING FLOORS,PRESLAB TURN FLOORS
MONOL WITH GR OR GR MONOL PL PREFAB.
005 CB45B1 BUC. 31.000
SUSTAIN. FROM METALIC BEAMS EXTENSIBLE
TO CONSTR.WITH H<20M BEAMS SUPPORT.ON
METALIC STUDS
006 RPCH38A1 [ 2] BUC. 30.000
ROUND WOODEN PROP SUPPORT D= 12CM
AT LINTELS OVER DOOR AND WINDOW OPENINGS
007 CC01C1 KG 1610.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
008 CZ0302A1 KG 275.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
009 CZ0302E1 KG 590.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
010 CZ0302M1 KG 55.000
MANUFCT. REINFORC. FOR PLATES INCLUD.
STAIRS TO REGULAR CONST. IN CENTRALIZED
WORKSHOPS OB 37 D=6-8MM
011 CZ0302O1 KG 690.000
MANUFCT.REINFORC.FOR PLATES INCLUD.
STAIRS TO REGULAR CONST.IN CENTRALIZED
WORKSHOPS PC 52 D= 6-8MM
012 CP12A1 BUC. 7.000
ASSEMBL.PREFAB.TO HOUSING WITH STRUCT.
MONOL.MIXED AND BRICKWORK.SUST.WITH.VOL.
0,2 MC.AND H<20 M
013 6433209 M.C. 0.300
CONCRETE PRECAST C16/20(B250) II A-
S32.5 0-16MM
014 6433376 KG 18.000
35
CONCRETE PREFABR.REINFOR. OB 37 D=6-10MM
STANDARD
015 6433754 KG 10.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
016 6433754 KG 63.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
017 AUT1301 ORA 5952.000
EXPANDING METAL GIRDER L=3-5M TYPE GE1 3
SHIFTS
018 AUT1325 ORA 11904.000
EXPANDING METAL PROP PE3100 INCLUDING
PIPE 051X3,5MM
019 TRA06A TONA 45.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. = KM
020 TRA02A TONA 1.610
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= KM.
021 AUT1140 ORA 30.000
TELESCOPIC JIB CRANE ON TYRES TELEMAC HT
125.5 TF 1 SHIFT
022 MDTC4623 BUC. 6.000
EQUIP.TRANSPORT 10 KM-65121002-TYRE
CRANE OF 0,10-0,149 MN(10-14,9TF
023 MDTC5575 BUC. 62.000
EQUIPMENT TRANSPORTATION 10 KM-90100106
EXTENSIBLE METALLIC BEAM WITHL=4-8M TYPE
CE-2
024 MDTC5552 BUC. 124.000
EQUIPMENT TRANSPORTATION 10 KM-90100079
METALLIC POP TYPE PE-3100
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
36
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
37
List with work quantities
Estimate - Tender: REZISTENCE FRAMEWORK
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CE17B1 MP. 125.000
WOODEN FRAMEWORK FOR HEAVY COVERS
002 2900980 M.C. 5.500
FRAMEWORK SQUARED WOOD
003 7335349 ORA 38.000
TIMBER MANUFACT. AT CARPENTRY MACHINES
004 CE23A1 MP. 50.000
SAFETY NET REUSED FOR CONSTRUCTION
COVERS
005 CN15D1 MP. 35.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
006 6310159 KG 16.000
JOIN.FRAMEWORK ELEM.LIGHT METALIC
MANUFACT.
007 RPCR41B1 MP. 140.000
FIREPROOF WOODWORK ON PROTECTED SURFAC.
ANT.CONTR.INCE.*
008 CA02M1 M.C. 1.000
REINFOR. CONCRETE MOULDING FOR CONSTR
WITH H<35M IN ELEMENTS SHAPED ISOLATED
WITH VOLUME>0,5MC
008 2100957 M.C. 1.008
CEMENT CONCRETE B 200(C12/15) STAS 3622
009 CB13B1 MP. 8.500
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
010 CC02C1 KG 150.000
ASSEMBL.REINFOR.FOR CONSTR H<35M FROM
BARS IN BEAMS AND COLUMNS D<18MM PLATES
D<10MM WITH DIST FROM PLASTIC
011 CZ0302A1 KG 27.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
38
012 CZ0302E1 KG 123.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
013 TRA06A05 TONA 2.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
014 TRA02A05 TONA 0.200
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
015 TRA02A10 TONA 2.750
ROAD TRANSPORT OF MATERIALS,SEMIFABS
WITH TRUCK ON DIST.= 10 KM.
016 CF12A1 [ 1] MP. 2.750
RIGID WATERPROOFING ON M100T WALLS WITH
APAPSTOP APPLIED IN 3 LAYERS ON HORIZ
SURFACES UNDER WALLS ACC. TO TECHNICAL
SPECIFICATIONS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: PAVEMENT
Work category:
=================================================================
39
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA01G1 M.C. 18.000
MAN. DIGGINGS IN SPREAD SPACES IN SOIL
WITH NAT.MOISTURE THROWED IN VEHICLE ATH
OF 0,61-2M HARD SOIL
002 TSC35B31 100 MC. 0.180
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
003 TRA01A TONA 33.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= KM
004 TSE06B1 100 MP. 0.900
SOIL PLATF.PREPARING ISOLATING LAYER AND
SAND REPARTION OR GRAVEL IN COHESIVE
SOIL
005 DA06A1 M.C. 14.000
NAT.AGREGG.LAYER(GRAVEL)ROLLED OVER WITH
FILTRING RESISTANCE FUNCTION ISOL.AERING
ANTICAP.MANUAL LAYING
006 TRA01A05 TONA 40.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 5 KM DIST.
007 DD02A1 MP. 90.000
PAVMENT MADE OF NORM PAVING 1ST Q. ON
SAND SUB BASE
008 TRA01A10 TONA 16.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 10 KM.DIST.
009 DE11A1 M 76.000
SMALL CRIMPS MANUF.CONCRETE 10X15 CM FOR
FRAMING SPACES WALK ROAD ,GREEN ALLEY
FOUND. CONCRETE10 X 20 C
009 2100933 M.C. 2.000
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
010 TRA06A TONA 5.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. = KM
011 RPCT09F1 M.C. 50.000
DEMOLITION BY MECHANICAL MEANS OF PLAIN
40
CONCRETE FROM FOUNDATIONS AND ELEVATIONS
012 TRA01A TONA 120.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
LOT NO. 2 Family House Moldovan Adrian
41
QUANTITY LIST WITH TECHNOLOGICAL EQUIPMENT, INCLUDING UTILITIES OF THE ESTIMATE-OFFER FOR PROCUREMENT
Item Name M.U. Quantity Unitary Price
-lei/M.U.-
Amount (VAT
exclusive)
-Thousand lei-
(col.3 x 4)
Supplier
(name,
address,teleph
one,
facsimile)
0 1 2 3 4 5 6
1 Water meter Qn=1.5 cubic
meters/h
pcs 1
2 Ecological tank for waste
water, capacity 10 cubic
meters
pcs 1
3 Electric Boiler 10l pcs 1
Thousand lei: TOTAL
USD*):
*) Exchange rate =…………………. Lei/USD, of …………………….
TECHNICAL SHEET No. 1
EQUIPMENT: WATER METER Qn=1.5 cubic meters/h
Item Technical specifications imposed by the Technical
Specifications
Comparison between the
technical proposal and the specifications imposed by the
Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Type: multi-jet, and dry dial -Nominal output: 1.5 mc/h
-Nominal diameter: 20 mm - Connection sizing: 3/4˝ -Connection type: coupling
-Design pressure Pn 6 bars
2. Performance specs and conditions related to safety in
exploitation: - To be granted a Technical Agreement or an
homologation document;
- The Technical Book shall be presented in Romanian wording.
3. Conditions related to compliance with relevant standards:
-Accuracy category: B
4. Guarantee and post-guarantee conditions: -3 years guarantee
- 3 days for solving out issues occurred during the guarantee period
42
5. Other condition of technical character:
TECHNICAL SHEET No. 2
EQUIPMENT: ECOLOGICAL TANK FOR WASTE WATER
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and the specifications imposed by
the Technical
Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Material: polyester -Net volume: 10 cubic meters
-Diameter: 1.8 linear meters -Length: 4.15 linear meters -Installing: buried
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement or an homologation document;
3. Conditions related to compliance with relevant standards: -SR EN 12566-1
4. Guarantee and post-guarantee conditions: - 3 years guarantee.
5. Other condition of technical character: Minimum life cycle: 30 years
TECHNICAL SHEET No . 3 EQUIPMENT: ELECTRIC BOILER
Item Technical specifications imposed by the Technical
Specifications Comparison between the technical proposal and
the specifications
imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Hot water 800C
• Capacity 10l
• Sizes: 360x254x360
• Maximum pressure: Pn 10 bar
• Wasteful resistance power: 1.2 kW
• Power supply: 220 V
2. Performance specs and conditions related to safety in exploitation: -Inside the boiler’s surface is covered by a special
enamel layer; -It is fitted out by a programmable thermostat, magnesium anode, insulation, relief pressure valve,
“on-off” switch.
3. Performance specs and conditions related to safety in exploitation:
43
• To be granted a Technical Agreement or an homologation document;
• The Technical Book shall be presented in Romanian wording.
4. Guarantee and post-guarantee conditions:
• 3 days for solving out issues occurred during the guarantee period;
• 10 days for providing spare parts in the post-
guarantee period.
5. Other condition of technical character
Bill of quantities
Estimate - Tender: ELECTRIC INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 EA02A1 [ 2] M 170.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=16/13,4MM
002 EA02A3 [ 2] M 8.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=25,8/21,8 MM
003 EA12A1 M 20.000
METALLIC,FLEXIBILE,PROTECTION,UNTIGHT
TUBE, WITH 2 ROWS OF COILS IN
QUADRILATERAL-SHAPE(SPD) 13,5-23 MM
003 7356501 M 20.500
METALIC TUBE FLEX.PROT.NONTIGHT TYPE SPD
-ROMAN D=13,5 MM
004 EB02A1 M 280.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
004 4826880 M 288.400
CONDUCTOR FY 1X 1,5 S 6865
005 EB02A1 M 340.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
005 4826892 M 350.200
CONDUCTOR FY 1X 2,5 S 6865
006 EB02B1 M 30.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION 6- 10 MMP
44
006 4826919 M 30.900
CONDUCTOR FY 1X 6 S 6865
007 ED01A1 BUC. 4.000
MANUAL SWITCH BURIED UNIPOLAR NORMAL OR
WATERPROOF CONSTRUCTION *
007 5500720 BUC. 4.040
CUMPANA SWITCH ST.250V 10A
008 ED03A1 BUC. 5.000
UNIPOLAR SWITCH BURIED,WOODEN NAILS,IN
SERIES,NORM.CONSTR.OF BACHELITA OR
WATERPROOF CONSTR.
008 5520366 BUC. 5.050
CUMPANA SHIFTER ST.250V 10A
009 ED08A1 BUC. 1.000
PLUG BURIED ASSEM.NORMAL CONSTR.
WATERPROOF OR NORMAL PROTECTION CONTACT
009 5536156 BUC. 1.010
BIPOLAR PLUG PROT.PANEL 250/10A RECESSED
010 ED08B1 [ 1] BUC. 9.000
DOUBLE TWIN PLUG WITH PROTECTION
CONTACT RECESSED MOUNTED
010 5535994 BUC. 9.090
DOUBLE BIPOL.PLUG,PROT.CONTACT 250/10A
RECESSED
011 ED01D1 BUC. 1.000
MANUAL SWITCH WOODEN NAILS IN UNIPOLAR
NORMAL CONSTR. MADE OF BACHELITE OR
TIGHT CONSTR.
011 5500677 BUC. 1.010
VISIBLY SET MANUAL SHIFTER 250V 10A
012 ED10A1 [ 1] BUC. 1.000
BELL BUTTON 10A 250V
013 EE04A1 BUC. 2.000
SIMPLE LUMINAIRE (LAMP HOLDER) REGULAR,
WITH NAIL AND RING
014 EE05A1 BUC. 3.000
45
SIMPLE APPLY ,OBL./RIGHT.GLOB ST.OPAL.
MONT.CEILING./WALLS ON WOOD DOWEL
014 5104071 BUC. 3.036
WALL BRACKET E27,OBLIQUE,60W,BOWL
015 EE08A1 [ 1] BUC. 1.000
CHANDELIER INCANDENSCENCE BULBS WITH 1
ARM
015 5105311 BUC. 1.003
INCANDENSCENCE BULBS 1 ARM CHANDELIER
016 EE08A1 BUC. 2.000
CHANDELIER INCANDENSCENCE BULBS WITH 2
ARMS
016 5105312 BUC. 2.006
INCANDENSCENCE BULBS 1 ARM CHANDELIER
017 EE08B1 BUC. 1.000
CHANDELIER INCANDENSCENCE BULBS WITH 3
ARMS
017 5105300 BUC. 1.003
INCANDENSCENCE BULBS 3 ARMS CHANDELIER
018 EE12B1 BUC. 1.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
018 5103611 BUC. 1.003
FLUOR.LUMINAIRE FIA 11-2X36 W EQUIPPED,
APPARENT ASSEM.
019 EE12B1 BUC. 2.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
019 5103823 BUC. 2.006
FLUORESCENT LIGHT FIXTURES AB 02-1X18 W
VISIBLY SET
020 EE14A1 BUC. 2.000
ASSEM.LAMP INSIDE.CONSTR.OR ON EXTER.
ELEMENTS INCANDESCENCE UP TO 1000 W.
020 5101029 BUC. 2.100
INCANDESCENTE LAMP CLEAR E27 TIP S 220V
25W S6115
021 EE14A1 BUC. 11.000
46
ASSEM.LAMP INSIDE.CONSTR.OR ON EXTER.
ELEMENTS INCANDESCENCE UP TO 1000 W.
021 5101251 BUC. 11.550
INCANDES LAMP DOUBLE SPIR.CLEAR E27 AM
220V 60W CS
022 EF05D1 [ 1] BUC. 1.000
PANEL WITH PROTECTION CUT-OUT AND
DIFER.FAULT CURRENT DEVICE +
BELL AND SWITCH
022 7305451 BUC. 1.000
PANEL WITH 4 PROTECTION CUT-OUTS
PHASE-NULL(1x 6A+2x16A+1x16A WITH DIFFER.
PROT.DIVICE Id=30mA) BELL AND SWITCH
023 EF09A1 BUC. 6.000
COUPLING COPPER PIPE AT DEVICES BORNS ,
MOTORS,ELECTR.COUNTER COND.HAVING SECT.
<10SQMM,EXCLUSIVELY
024 EG08B1 M 10.000
COND.EARTH CONNECTION LIGHTING ROD
UNDERGROUND EARTH CONN.GALVANIZED STEEL
STRIP 40X4MM IN HARD SOIL *
025 W1R06A1 M 3.000
ELECTRODE OF STEEL PIPE OF TWO AND
A HALF INCHES FOR EARTH GROUNDING
IN NORMAL GROUND
026 W1P08A BUC. 1.000
EARTH CONN.TESTING FOR BUILDING WIRING
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
47
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: SANITARY INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 SA04B1 M 18.000
STEEL PIPE LONGIT.WELDED GALVAN.INSTAL.
THREAD+COUPLING SET HOUSES+SOC.CULT.
CONNECTIONS D= 1/2I
001 3306625 M 18.180
ZINCKED INSTLL. PIPE THREAD+COUPLING
M - 15( 1/2) OL 32 1 S 7656
002 SA04C1 M 24.000
STEEL PIPE LONGIT.WELDED FOR ZINCKED
INSTAL.WITH THREAD+COUPLING ASSEM.LOC.+
CULT.IN LEGATURI D= 3/4T
002 3306649 M 24.240
ZINCKED INSTLL. PIPE THREAD+COUPLING
M - 20( 3/4) OL 32 1 S 7656
003 SA43C1 BUC. 10.000
CLAMP STEEL PIPE FIXING+PVC WATER+GAS
SUPPLY,TOOTHING SET,PIPE HAVING D= 1/2
INCHES
004 SA43D1 BUC. 10.000
CLAMP STEEL PIPE FIXING+PVC WATER+GAS
SUPPLY,TOOTHING SET,PIPE HAVING D= 3/4
INCHES
005 SA46A1 BUC. 6.000
MANUF.ASSEM.AND CEMENTATION OF
PROTECTION PIPE PASSING PIPE THROUGH
WALL,PIPE HAVING D=1 INCHES
006 SA46B1 BUC. 4.000
MANUFACT,SET AND ASSEMBLY OF PIPE
PROTECTION AT PASSING OF PIPES THROUGH
WALL,PIPE HAVING D=1 1/4 INCHES
007 SA46D1 BUC. 2.000
MANUFACT,SET AND ASSEMBLY OF PIPE
PROTECTION AT PASSING OF PIPES THROUGH
WALL,PIPE HAVING D=2 INCHES
48
008 SB16A1 [ 1] M 6.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 32 MM
009 SB16B1 [ 1] M 4.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 40 MM
010 SB16C1 [ 1] M 12.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 50 MM
011 SB16E1 [ 1] M 14.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D=110 MM
012 SB17A1 [ 1] BUC. 6.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 32MM
012 6712226 BUC. 6.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 32
CODE 62504011
013 SB17C1 [ 1] BUC. 6.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 50MM
013 6712243 BUC. 6.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 50
COD 62504029
014 SB17E1 [ 1] BUC. 10.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D=110 MM
014 6712408 BUC. 6.000
@POLYPROPILENE ELBOW HTD LA 87GR 30MIN
DN 110 COD 62504059
014 6712264 BUC. 4.000
@HTD POLYPROPYLENE ELBOW AT 45 DGR DN
110 COD 62504053
015 SB19A1 [ 5] BUC. 2.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=50/40 MM
015 6712811 BUC. 2.000
49
@HTEA POLIPROP REDUCED BRANCK 45GR DN50/
40 COD 62510007
016 SB19C1 [ 2] BUC. 2.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=110/ 50 MM
016 6712848 BUC. 2.000
@HTEA POLIPROP SIMPLE REDUCED BRANCH 45
DGR DN110/50 COD 62510031
017 SB19C1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.SIMPLE UNIFORM
BRANCH RUBBER SEAL JOINING D=110 MM
017 6712862 BUC. 2.000
@HTEA POLIPROP SIMPLE EQUAL BRANCH 45
DGR DN 110 COD 62508025
018 SB21C1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.INTERVENTION
PART RUBBER SEAL JOINING D=110 MM
019 SB22A1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.REDUCING PIECE
RUBBER SEAL JOINING DN 40- 32 MM
020 SB22B1 [ 1] BUC. 2.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL DN 50- 32 MM
021 SB22E1 [ 1] BUC. 1.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL D=110- 50 MM
022 SB44C2 [ 1] BUC. 2.000
HDPE GULLY TRAP D= 50 MM WITH 1
CONNECTION AND VERTICAL EXIT
023 SB49A3 [ 1] BUC. 2.000
FIREPROOF POLYPROP.PIPES VENT CAP D=110
MM
024 SC01D3 [ 2] BUC. 1.000
FIBRE GLASS BATH TUB FLAT BOTTOM
IST Q. WHITE WITH L=1700MM
025 SC07E1 [ 1] BUC. 2.000
SANIT.PORCELAIN LAVATORY L2 600 ON STAND
INCLD.FLOOR TRAP AND DELIVERY VALVE
50
026 SC10A1 BUC. 1.000
DISH WASHER OF ENAMEL COATING CAST IRON
WITH SUPPORT SET BY WOODEN DOWELS ON WALL
027 SC13B1 BUC. 2.000
SANITARY PORCELAIN WATER CLOSET WITH
SIPHON TRAP P COL2-A TYPE WHITE
PORCELAIN C.1
027 2442757 BUC. 2.020
WATER CLOSET COL2-A WHITE PORCELAIN C.1
S 2066
028 SC16D1 [ 1] BUC. 2.000
RESERVOIR FOR WASHING WC BASIN FROM
POLYPROPYLENE SET MIDHEIGHT ON
BRICK WALL
029 SC18A5 BUC. 2.000
WC BASIN FRAME,OF POLYPROPYLENE WITH LID
030 SC25A1 BUC. 2.000
SANITARY PORCELAIN SHELF TYPE
030 2451849 BUC. 2.020
PORCELAIN SHELF TYPE E2.60 WHITE Q.1 NI
567
031 SC24A1 BUC. 2.000
BRASS TOWEL SUPPORT MOUNTED ON WALLS
TYPE U,WITH 1 ARM, OPENING 450MM
032 SC26A2 BUC. 2.000
SEMICRYST.SANIT.MIRROR POLISH.EDGES
SIZES 500X600MM
033 SC28B1 BUC. 1.000
SANITARY PORCELAIN SOAP BOX
SA2-15 TYPE,VISIBLE,SIMPLE
034 SC29A1 BUC. 2.000
LAUNDRY HANGER OF ENAMELLED CAST IRON ,
SANITARY PORCELAIN OR PLASTIC MATERIAL
TYPE
034 6719536 BUC. 2.000
BATHROOM PEG AMINOPLAST 3 HANGERS NI
2199
035 SC30A1 BUC. 2.000
SANITARY PORCELAIN 1 Q. PAPER HOLDER,HA1
51
NI 545/63
036 SC34A1 BUC. 1.000
BOILER WITH PRESSURE BREAKING VESSEL
CAPACITY 100L
037 SD03A1 BUC. 1.000
BATH MIXING BATTERY,WITH FLEXIBLE
SHOWER,OF 1/2 INCH TYPE...ASSEM. WITH
WOODEN DOWELS ON BRICKWALL
037 4201523 BUC. 1.000
BRASS MIXER BATTERY FLEXIBLE TUBE PEAR
SHOWER A 1/2 NI 4309
038 SD06A1 BUC. 2.000
LAVATORY COCK SYSTEM D=1/2"
038 4201341 BUC. 2.000
BATH MIXING BATTERY CAST IRON WASH BASIN
1/2" ENAMEL S8732
039 SD06A1 [ 1] BUC. 1.000
LAVATORY COCK SYSTEM FOR WASHER D=1/2"
039 4201444 BUC. 1.000
BATH MIXING BATTERY CAST IRON WASH BASIN
ENAMEL 1/2" S8732
040 SD12A1 BUC. 6.000
CORNER ADJUSTMENT FAUCET,OF NICHELLED
BRASS,HAVING D=3/8 OR D=1/2 INCHES
040 4201779 BUC. 6.000
NICKEL PLATED GRASS ANGLE CONTROL COCK 1
/2 " S 751/I
041 SA21A1 [ 1] BUC. 6.000
FLEXIBLE REINFORCED RUBBER CONNECTION 1/
2"X1/2"
042 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
042 7344032 BUC. 2.000
SPHERE TAP FI X FE "MINI" DN 1/2" CODE
40MI4272
043 SA21B1 [ 1] BUC. 2.000
FLEXIBLE REINFORCED RUBBER CONNECTION
52
1/2"X 3/8"
044 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
044 7344045 BUC. 2.000
@SPHERE FAUCET EVAC+LID+PORTHOSE DN 1/2"
CODE 40814762
045 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
045 7344030 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 1/2" CODE 40430425
046 SD13B1 [ 1] BUC. 5.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
046 7344059 BUC. 5.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
047 SE48A1 [ 1] BUC. 1.000
WATER ELECTRICAL HEATER,10L CAPACITY
048 SF01A1 M 42.000
TIGHTENESS TEST AT PRES. OF INST. INTER.
OF WATER,IN PIPES STEEL ZN. OR LEAD
PRES. INCLUDING REINFORCED
049 SF04A1 [ 1] M 42.000
WATER PIPES CLEANING AND PUTTING
INTO OPERATION
050 CN13A1 M 42.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
050 6103220 KG 0.714
WHITE PAINT (FP) V.101-1 NTR 90-80
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
53
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: WATER AND SEWAGE SERVICES
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA02F1 M.C. 21.000
MAN.DIGGIN.IN LIMIT.SPACES UNDER 1M WITH
R.O.W.VERT.UNSUPPORT.IN SOIL AVER.COHEZ.
AND VERY COHEZ.DEPTH<1,5M HARD S.
002 TSA12C1 M.C. 4.500
MAN.DIGG.IN EXCAVATIONS 1-1,5M WIDE WITH
SUPP.MAN.EVAC.IN SOIL WITH NAT.MOIST AT
DEPTH 0,0-1,5M,HARD SOIL
003 TSC02B1 100 MC. 0.480
DIGGING WITH TYRE EXCAVAT.0,21-0,
39 MC NAT.MOIST.DISCHARGE GROUND
CAT.2
004 TSA18E2 M.C. 4.500
MAN.EXCAV. FOLLOWING MECHANICAL EXCAVATION
HOLES.FOUND. ELEM.NAT.MOIST.SOIL WITH
SUPPORT DEPTH< 4 M HARD SOIL
005 TSF01A1 MP. 70.000
SUPPORT.BY EDGES WITH BEECH SUPPRT.
PLACED HORIZ.EDG.BETWEEN <1,5M,DEEP.0,0-
2M,0,0 -0,2M BETWEEN EDGE
006 TSD01C1 M.C. 52.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
54
007 TSD05A1 100 MC. 0.520
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
008 ACA10A1 [ 2] M 12.000
UNDERGROUND SETTING AT WATER SUPPLY HDPE
PIPES JOINED WITH FITTINGS THROUGH
COMPRESSION,WITH DN 20-25 MM
008 6701146 M 12.240
@TV HDPE80 312UNI7611.7615 PN10 DN
25X2.3 COD 64000109
009 ACA17A2 BUC. 2.000
POLYETHILEN CONNECTION PIECES JOINED BY
COMPRESSION FOR HDPE WATER SUPPLY PIPES
009 6790049 BUC. 2.000
@HDPE FEMALE QUICK JOINING80 DN25X1"
COD WAVIN 704026
010 ACA12A1 [ 2] M 14.000
INSTALLING PVC PIPE IN GROUND 100
COMPACT SN 4 FOR EXTERIOR SEWAGE
RUBBER TIGTH ELASTOM.RING D=110 MM
011 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
011 7344045 BUC. 1.000
@SPHERE FAUCET EVAC+LID+PORTHOSE DN 1/2"
CODE 40814762
012 SD13B1 [ 1] BUC. 2.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
012 7344059 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
013 ACE12B1 BUC. 1.000
WATER METER SETTING WITH BLADES OF D 20
MM
014 M1A01B1 [ 1] BUC. 1.000
INSTALLING WASTE WATER ECOLOGICAL TANK
015 ACD01J1 BUC. 2.000
STAS 2308-81 FRAME AND CAP FOR SEWERS
WITH CARRIAGEWAY SUPPORT PIECE III A
55
TYPE
016 ACD09G1 BUC. 1.000
CONCRETE MANHOLES SET SECT. CIRC. PR.TIP
1785-2 DI 1,5 M. H 1,5 WITHOUT
UNDERGROUND WATER CARRIAGEWAY
017 ACD04A1 [ 3] BUC. 1.000
MANHOLE STAS 2448-73 WITH INSPECTING
CHAMBER HC=1M OF CONCRETE PIPE WITH LIP
AND NOSE FOR SEWERS WITH DN 110
017 2101195 M.C. 0.038
MORTAR M100 T WITH LIME HYDRATING
017 2100933 M.C. 1.010
CEMENT CONCRETE B 100 (C6/7,5) STAS 3622
018 ACD07A1 M 1.000
ELEMENTS AT MANHOLES STAS WITH H>2 M
INCLUDES: CONCRETE TUBE ACCESS DN 800 L=
1 M WITH FANCET AND OPENING
018 2101183 M.C. 0.019
MANSONRY MORTAR M 100 S 1030
019 ACD03A1 M 2.500
STRINGER LADDED OL 50X10 AND STEPS
OB D=20MM ACCESS IN SEWERS OF CONCRETE
PIPES
020 ACE05A1 [ 1] BUC. 4.000
PVC PIECE FOR PIPING TIGHT PASSAGE
THROUGH CONCRETE SEWERS WALLS
020 6311601 BUC. 2.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
32 MM WITH WATERPROOFING
020 6311607 BUC. 2.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
110 MM WITH WATERPROOFING
021 ACE07A1 100 M. 0.120
WATER PIPES WASHING AND DESINFECTION
WITH DN 50
022 ACE08A1 M.C. 12.000
DITCH FILLING FOR WATER PIPE SUPPLY AND
SEWERAGE WITH: SAND
56
023 W2H07A1 [ 1] M 12.000
POLYETHYLENE WARNING STRIP
023 TRA01A05 TONA 24.000
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH DUMP TRUCK DISTANCE= 5 KM
024 TRA01A05P TONA 48.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
025 TRI1AA03C2 TONA 48.000
MATERIAL LOADING,GROUP A-HEAVY IN DUST,
BY THROWING FROM PLATFORMS OR SOIL-CAR
CATEG.2
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: VARIABLE ARCHITECTURE Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
57
001 CB48A1 MP. 24.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1304 ORA 168.000
SELF-LIFTING METALIC SCAFFOLD 2 CASTLES
6MARCH 75KG/M H-31M L=12M 3SHIFTS
003 CI02A1 [10] MP. 24.000
NATURAL LOCAL STONE PLATING
INCL. MESH
003 2202200 SQ.M. 24.766
BANPOTOC 1 QUALITY G=2CM S LIMESTONE SLAB
6035
004 CG06C1 MP. 6.500
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
005 CH01B1 M 11.500
PLATED SIMPLE CONCRETE TREADS WITH
PREFAB.TREADS AND RISERS WITH MARBLE
MOSAIC
005 2802892 M 11.845
MANUFACT.MARBLE STAIR CASE NAT.COLOUR
005 2802957 M 11.845
MARBLE MOSAIC RISER NATURAL COLOUR
006 CE14A1 M 6.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
007 CF06A1 MP. 24.000
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
007 2101203 M.C. 0.528
PLASTER MORTAR M25T
008 CG07B1 M 8.000
MOSAIC PLINTHS OR GORGES CAST ON SITE
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
009 CH04A1 M 6.000
CURRENT WOODEN HANDRAIL
009 2948144 M 6.300
OAK WOOD HANDRAIL PRECAST SECT. 40X80 MM
010 CL20B1 KG 52.000
APPARENT METALLIC MANUFACT. ASSEMBLYING:
GRATES BANISTERS,TRAP DOOR,CHECKS, GRILL
010 6306274 KG 52.000
SIMPL.DECORATIVE LATTICE WORK FOR
STAIRCASES,PROFILED STEEL BALCONY
58
011 CN11B1 MP. 5.500
DYE WORKS AT BANISTERS,GRID,METALLIC
PARAPET WITH ALCHIDICAL ENAMEL
011 6108347 KG 0.385
REDISH BROWN ENAMEL UIC E.735-8 NTR 1703
-80
011 6100943 KG 0.440
ALCHID RED OXID PLASTER ROUGH G 735-3
012 CN09G1 MP. 18.000
PAINTINGS ON WOOD CARPENTERY ,DONE WITH
2 LAYERS ALCHIDIC LAQUER COLORLESS,AT
DOORS,WINDOWS ,SHUTTER.RUL.
013 CO02B1 MP. 30.000
CONCRETE PLATES WALK SIDE FOR SAND
PAVEMENTS,JOINTS FILLED WITH MASTIC
013 2800488 MP. 30.600
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
014 IZF10F1 [ 3] MP. 24.000
50MM EXTRUDED POLYSTYRENE LAYER TO
EXTERIOR WALLS GLUED BY BITUMINOUS CEMENT
015 RPCO56A1 [ 3] M 18.000
OAK WOOD BANISTERS AT PLATFORMS WITH
SIZES OF 30 X 125MM AT 3 ROWS
016 CH01D1 M 9.000
SIMPLE CONCRETE TREADS TITIVATED OR
ROLLED WITH CEMENT MORTAR M100-T
CAREFULLY FINISHED
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
59
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
BILL OF QUANTITIES
Estimate - Tender: CONSTANT ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 132.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 390.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
003 MDTC5517010 BUC. 2.000
EQUIPMENT TRANSPORT 10 KM 90100043
SELF-LIFTING METALLIC SCAFFOLDING WITH 2
CASTLES
004 CD04E1 M.C. 0.100
MASONRY FROM PRESSED BRICK 240X115X63MM
AT BATHROOM TUB CLOSING, CAL.1
005 CD04C1 M.C. 2.000
RESSED BRICK MASONRY 240X115X63MM AT
INSULATED CHIMNEY STACKS IN GARRET,QAL.1
005 2101171 M.C. 0.340
MASONRY MORTAR M 50 S 1030
006 CD05A1 M.C. 32.000
BRICK MASONRY TYPE GVP AT BUILDINGS H
<35M, SHAPE 240X115X 88MM,Q.A
006 2101169 M.C. 6.720
MASONRY MORTAR M 25 S 1030
60
007 CD04H1 M.C. 6.000
MASONRY FROM PRESSED BRICK 240X115X63M M
AT BUILDING.H<35M, 12,5CM THICKNESS, Q.
A,WITH VOIDS <50 %
007 2101169 M.C. 1.080
MASONRY MORTAR M 25 S 1030
008 CE15B2 [ 1] M 8.000
ALUMINIM WINDOW BOARDS
009 CF01K1 MP. 246.000
FLOATED INT.PLASTERS,AT COLUMNS,WALLS
WITH SPRINKLER AND PLASTER ROUGH CAST
MECHANICALLY PERFORMED,OF 2CM
009 2101202 M.C. 4.428
PLASTER MORTAR M10T
010 CF06K1 MP. 123.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
010 2101204 M.C. 2.829
MORTAR M50T
011 CF06C1 [ 6] MP. 123.000
OUTER DECORATIVE PLASTER OR
SIMILAR
012 CF10C1 MP. 316.000
PLASTER POLISHING APPLIED ON FLOATED
INTERIOR PLASTERS
013 CG01E1 [ 5] MP. 70.000
CEMENT SLAB FINISH FOR FLOORS
014 RPCK07D1 MP. 52.000
RESINOUS WOODEN FLOORING OF 24MM
THICK. NAILED ON OAK LATHS OF
50X80MM
015 CG06C1 MP. 9.500
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
016 CG06D1 MP. 8.500
MOSAIC FLOOR POURED ON SITE OF 1,5CM
THICK.SIMPLE WITHOUT CRIMP ON SURF.>5MP
WITH MARBLE MOSAIC
017 CG07B1 M 37.500
MOSAIC PLINTHS OR GORGES CAST ON SITE
61
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
018 CG28B1 MP. 70.000
5MM DIFFERENCE SUPP.LAYER FOR CEMENT
MORTAR FLOOR
018 2101200 M.C. 0.350
PLASTER MORTAR M 100 (LIME PASTE ) S
1030
019 CG26A1 MP. 18.000
POLISHING,INCLUDING MARBLE OR MARBLE
MOSAIC GRAVEL WAXING FLOORS
020 CG26B1 M 37.500
POLISHING INCLUDING PLINTH AND GORGES
WAXING
021 CN04D1 MP. 44.000
DYE WORKS FOR INTERIOR AND EXTERIOR
MANUALLY EXEC.WITH OIL PAINTS
IN 2 LAYERS ON SMOOTH PLASTERS
021 6103309 KG 10.648
CREAM PAINT (FP) V.401-1 NTR 90-80
022 CK11G1 [ 3] MP. 11.000
PVC DOUBLED-GLASSED WINDOWS
023 CK14A1 [ 2] MP. 5.300
WHITE COLOR PVC DOORS WITH THERMO
INSULATING GLASS 4+ 16+4MM
024 CK03A1 MP. 9.800
INTERIOR SIMPLE WOOD DOORS ONE LEAF ON
LINING
024 2933300 MP. 9.800
ONE LEAF TIMBER DOOR ON
LINING FINISHED BY
MANUFACTURER
025 CK03C1 MP. 3.300
INTERNAL SIMPLE WOOD DOORS IN 2 LEAFS ON
LINING
025 2932150 MP. 3.300
2 LEAFS WOOD DOORS ON LININGS PAINTED AT
PRODUCER
026 CK25C1 BUC. 2.000
CARPENTRY ACCESSORY WORKS APPLIED LOCK
TO A YALE SYSTEM
62
026 6310380 BUC. 2.000
SAFETY LOCK IN YALLE
SYSTEM WITH DOOR BOLT
027 CK08A1 MP. 0.350
EXTRA DIFFERENCE AT LINING FOR DOORS
WIDER THAN 19,5 CM.
028 CK09A1 [ 1] M 8.000
20CM WIDE PVC WINDOW BOARDS SET TO THE
INTERIOR
029 CM02E1 MP. 4.000
DRAWN WINDOWS SIMPLE MEASURE FREE ON
WOOD CARPENTERY 4-8MM THICK.WITH PUTTY
AND WANG AT VITRI
029 2500327 MP. 4.360
CLEAR DRAWN GLASS Q.3 4MM. PACKED FREE
SIZES S 853
030 CN06B1 [ 3] MP. 316.000
3 LAYER WHITE COLOR WASHABLE PAINTING FOR
INTERIOR FOR WALLS
031 RPCK72A1 MP. 52.000
PALUX LAKE PARQUET LAQUERING IN THREE
LAYERS
032 IZF10C1 [10] MP. 123.000
THERMINSULATING LAYER FOR WALLS OF
EXPANDED POLYSTYRENE FOR FACADE OF 10CM
THICK.INCLUDING MORTAR ADHESIVE AND
SECURING NAILS
032 2602797 MP. 124.230
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
033 CO12A1 BUC. 470.000
TERACOTTA ENAMEL STOVES,INCLUDING
METALLIC SEALS
033 2436887 BUC. 484.100
COLORED TILES FOR STOVES OF 240X220 1ST Q.
S1798
033 7323475 BUC. 4.700
METALLIC SET TERRACOTTA STOVE (EG .GRILL)
63
FROM NES CAST IRON
033 7323580 BUC. 4.700
CAST IRON GRILL MAR ,1 105 X128X8
034 TRA06A TONA 37.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: CONSTANT ARCHITECTURE GARRET
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 25.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 170.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
64
003 CD05E1 M.C. 5.000
BRICK MASONRY GVP TYPE FOR
CONSTR.H<35M, FORMAT 365X180X138MM,A Q.
003 2101169 M.C. 0.650
MASONRY MORTAR M 25 S 1030
004 CD04C1 M.C. 1.850
RESSED BRICK MASONRY 240X115X63MM AT
INSULATED CHIMNEY STACKS IN GARRET,QAL.1
004 2101171 M.C. 0.315
MASONRY MORTAR M 50 S 1030
005 CE01A1 MP. 160.000
BURNT CLAY SHAPED TILE COVER
005 2302983 BUC. 2560.000
DRAIN TILE WITH 1 BEAK Q1 390X230X11
S515
006 CE13A1 M 39.000
GALVANIZED PLATE DRAIN OF 0,5MM, MADE ON
SITE SEMIROUND WITH D=15CM
007 CE14A1 M 21.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
008 CE15B2 [ 1] M 1.200
ALUMINIM WINDOW BOARDS
009 CE19D1 [ 1] M 55.000
TOOTHING EAVES FROM ONE SIDE
PLANE BOARD AND RABBETED
OF 70CM WIDE
009 2903830 M.C. 0.083
LONG RESIN BOARD SELVEDGED CLASS C THICK
=24MM L=3,00M S 942
010 CF06A1 MP. 6.000
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
010 2101203 M.C. 0.132
PLASTER MORTAR M25T
011 CF06C1 [ 6] MP. 25.000
OUTER DECORATIVE PLASTER OR
SIMILAR
012 CF06K1 MP. 25.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
012 2101203 M.C. 0.575
PLASTER MORTAR M25T
65
013 CK01A1 MP. 0.500
BUILDINGS WOODEN WINDOWS WITH H= 0- 35M
WITH FRAME SURFACE < 1,00MP.
013 2938811 MP. 0.500
EXTERNAL SIMPLE RESIN WINDOWS OAK FRAME
<0,50 SQM
014 VB34C1 BUC. 3.000
PROTECTION CAP FOR CIRCULAR SEWERS WITH
PERIM. OF 701-1600 MM MADE.ON SITE DET.
TYPE 61/0
015 CK09A1 M 1.000
RESINOUS TIMBER LINTELS
015 2947800 M 1.000
RESINOUS WINDOW BOARD OF 30MM WIDE UP
TO 120MM
016 CM02B1 MP. 0.500
DRAWN GLASSES SIMPLE FREE MEASURE ON
WOOD CARPENTERY 2-3MM THICK. WITH
PUTTYAND EYES NAILS>0,25MP
016 2500195 MP. 0.565
CLEAR DRAWN WINDOW Q.3 3MM. PACKED FREE
SIZES S 853
017 CN09B1 MP. 0.250
DYE WORKS ON WOOD CARPENTRY,OIL PAINT IN
3 LAYERS AT DOORS AND WINDOWS
017 6103270 KG 0.090
RED PAINT V.231-1 NTR 90-80
018 CN15B1 [ 4] MP. 300.000
PAINTING THE TIMBER BY FIREPROOF
SOLUTIONS
019 CN15D1 MP. 75.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
020 CN01A1 MP. 6.000
TWO LAYERS LIME MILK PAINTINGS
(PAINTINGS)
021 CO15B1 BUC. 5.000
CLEANING WICHET AT DOUBLE CHIMNEY STACKS
022 CO02B1 [ 2] MP. 3.000
CONCRETE PRECAST SLABS 70 X70 X8CM LAID
ON THE CLEANING DOOR AREA FOR THE
CHIMNEY STACKS
022 2800488 MP. 3.060
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
66
023 CO17A1 BUC. 1.000
HATCH TO NON-CIRCULATING TERRACE EXITS
0,8 X0.8M BEECH WOOD INSULATED WITH
INSULATING MATERIAL OF 30MIN FIRE
RESISTANT
024 CO23A1 MP. 81.000
BEECH BOARD WOOD FLOOR BOARDING OF 20MM
THICKNESS
025 IZF10F1 [18] MP. 81.000
INSULATING MINERAL WOOL LAYER G80 TYPE
150MM THICK. COATED,AND ^=0.040 W/MK AND
0 KG/CUBIC METER TO THE FLOORING
026 IZF10C1 [ 5] MP. 25.000
THERMO-INSULATING LAYER FOR FLOOR WITH
EXPANDED POLYSTYRENE
026 2602797 MP. 25.250
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
027 IZF03B2 MP. 25.000
BARRIER AGAINST VAPOURS ON VERTICAL
SURFACE WITH 1STR IMPISLIT BIT TYPE /A
SAU TSA2000 LIP WITH BITUM TYPE
027 2600048 KG 37.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
027 2602060 MP. 27.500
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
028 IZF02A1 MP. 25.000
ROOF VAPOUR DIFFUSION LAYER,TERRACCE
WITH GLASS FIBRE KNITTING HORISONTAL
SURFACE BITUMEN
028 2600048 KG 12.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
029 IZF01A1 MP. 25.000
SURFACE MILDING APPLY.VAPOURS DIFUSION
LAYER WITH CUT BITUMEN IN 2 LAYERS
HORIS.AND VERT.SURFACE
029 2600048 KG 3.750
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
030 IZF04J2 MP. 25.000
67
BOUNDARY LAYER RELATED TO THE INSULATION
WORK EXEC WITH FIBER GLASS FELTING
AND NON GLUED BREAKDOWN
030 2602060 MP. 27.000
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: RESISTANCE SUPER-STRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CA02J1 M.C. 18.000
MOULDING REINFOR.CONCRETE TO CONSTR.WITH
H<35M,IN FLOORS(BEAMS,COLUMNS,PLATES)
WITH SLAB THICKN.>10CM
001 2100957 M.C. 18.144
CEMENT CONCRETE B 200(C12/15) STAS 3622
002 CB13A1 MP. 116.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTRUCTIONS WITH H<20M TO SLABS AND
BEAMS,WITH PLYWOOD OF 8MM
68
003 CB13B1 MP. 25.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
004 CB44A1 BUC. 62.000
SUST.WITH STUDS EXTENS PER3100R FOR
ASSEMBLING FLOORS,PRESLAB TURN FLOORS
MONOL WITH GR OR GR MONOL PL PREFAB.
005 CB45B1 BUC. 31.000
SUSTAIN. FROM METALIC BEAMS EXTENSIBLE
TO CONSTR.WITH H<20M BEAMS SUPPORT.ON
METALIC STUDS
006 RPCH38A1 [ 2] BUC. 30.000
ROUND WOODEN PROP SUPPORT D= 12CM
AT LINTELS OVER DOOR AND WINDOW OPENINGS
007 CC01C1 KG 1610.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
008 CZ0302A1 KG 275.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
009 CZ0302E1 KG 590.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
010 CZ0302M1 KG 55.000
MANUFCT. REINFORC. FOR PLATES INCLUD.
STAIRS TO REGULAR CONST. IN CENTRALIZED
WORKSHOPS OB 37 D=6-8MM
011 CZ0302O1 KG 690.000
MANUFCT.REINFORC.FOR PLATES INCLUD.
STAIRS TO REGULAR CONST.IN CENTRALIZED
WORKSHOPS PC 52 D= 6-8MM
012 CP12A1 BUC. 7.000
ASSEMBL.PREFAB.TO HOUSING WITH STRUCT.
MONOL.MIXED AND BRICKWORK.SUST.WITH.VOL.
0,2 MC.AND H<20 M
013 6433209 M.C. 0.300
CONCRETE PRECAST C16/20(B250) II A-
S32.5 0-16MM
014 6433376 KG 18.000
CONCRETE PREFABR.REINFOR. OB 37 D=6-10MM
STANDARD
015 6433754 KG 10.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
69
016 6433754 KG 63.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
017 AUT1301 ORA 5952.000
EXPANDING METAL GIRDER L=3-5M TYPE GE1 3
SHIFTS
018 AUT1325 ORA 11904.000
EXPANDING METAL PROP PE3100 INCLUDING
PIPE 051X3,5MM
019 TRA06A TONA 45.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. = KM
020 TRA02A TONA 1.610
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= KM.
021 AUT1140 ORA 30.000
TELESCOPIC JIB CRANE ON TYRES TELEMAC HT
125.5 TF 1 SHIFT
022 MDTC4623 BUC. 6.000
EQUIP.TRANSPORT 10 KM-65121002-TYRE
CRANE OF 0,10-0,149 MN(10-14,9TF
023 MDTC5575 BUC. 62.000
EQUIPMENT TRANSPORTATION 10 KM-90100106
EXTENSIBLE METALLIC BEAM WITHL=4-8M TYPE
CE-2
024 MDTC5552 BUC. 124.000
EQUIPMENT TRANSPORTATION 10 KM-90100079
METALLIC POP TYPE PE-3100
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
70
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: RESISTANCE INFRASTRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSC18A1 100 MC. 0.140
BULDOZER DIGGING ON TRACTOR 65-80CP
INCL.EARTH PUSH. 10M CAT.1 LAND
002 TSA04B1 M.C. 27.500
MAN.DIGGING IN LIMITED SPACES UNDER 1M
SUPPORTS AND MAN.EVAC.IN SOIL WITH NAT.
HUMIDITY DEPTH.0,0-1,5M MEDIUM SOOL
003 TSC02D1 100 MC. 0.340
DIGGING WITH EXCAVATOR ON TYRES 0,21-0,
39 MC SOIL NATURAL MOISTURE OPEN AUT.
FILED CATEGORY 2
004 TSD01C1 M.C. 39.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
005 TSD05A1 100 MC. 0.390
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
006 TRA01A05P TONA 66.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
007 TSC35B31 100 MC. 0.650
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
008 TSF01B1 MP. 73.000
BANKS SUPPORT BY BEECH BOARDS
HORIZ.LAID WIDTH<1.5M, DEPTH 0.0-
2M;0,21-0,6M BETWEEN BOARDS
009 CG32D1 [ 5] M.C. 8.000
FILLINGS IN LAYERS, EXECUTED BY
MECHANICALLY COMPACTED GRAVEL
71
010 CA01B1 M.C. 48.700
SIMPLE CONCRETE MOULDING IN FOUNDATIONS
(CONTINUOUS,ISOLATED)AND SOCLES WITH
VOLUME > 3MC,AND IN RETAINIG WALLS
010 2100945 M.C. 49.090
CEMENT CONCRETE B 150(C8/10) STAS 3622
011 CA01D1 M.C. 12.200
SIMPLE CONCRETE MOULDING IN LAYERS OF 3-
20CM THICKNESS AT CONSTRUCTIONS WITH H
<35M
011 2100945 M.C. 9.374
CEMENT CONCRETE B 150(C8/10) STAS 3622
012 2100957 M.C. 2.923
CEMENT CONCRETE B 200(C12/15) STAS 3622
013 CB11A1 MP. 186.000
SHUTTERINGS FOR CONCRETE IN ELEV.FROM
PANELS TO STRAIGHT WALL WITH H<3M,WITH
PLYWOOD OF 8MM THICK.
013 CC01C1 KG 710.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
014 CZ0301A1 KG 340.000
MANUFAC.REINFOR.SHAPED BARS FOR
FOUNDATION ISOL.CONTINUOUS AND PLATES
IN.CENT.WORKSHOPS OB 37 D=6-8MM
015 CZ0301D1 KG 370.000
REINFORCED MANUFACTURED SHAPING BARS FOR
CONTINOUS ISOLATED FOUNDATION AND PLATE
FOUNDATION IN ATEL CENT.PC 52 D=6-8MM
016 TRA06A05 TONA 153.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
017 TRA02A05 TONA 0.710
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
018 IZF10F1 [14] MP. 63.300
EXTRUDED POLYSTYRENE INSULATION
LAYER OF 100MM WITH = 0.03 W/MK > 35 KG
UNDER THE REINFORCED CONCRETE SLAB
019 IZF04J1 [ 1] MP. 81.000
BOUNDARY LAYER EXEC BY POLYETHYLENE
FOIL OF 0.2MM
72
020 CF12A1 [ 1] MP. 19.000
RIGID WATERPROOFING ON M100T WALLS WITH
APAPSTOP APPLIED IN 3 LAYERS ON HORIZ
SURFACES UNDER WALLS ACC. TO TECHNICAL
SPECIFICATIONS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
List with work quantities
Estimate - Tender: REZISTENCE FRAMEWORK
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CE17B1 MP. 125.000
WOODEN FRAMEWORK FOR HEAVY COVERS
002 2900980 M.C. 5.500
FRAMEWORK SQUARED WOOD
003 7335349 ORA 38.000
TIMBER MANUFACT. AT CARPENTRY MACHINES
004 CE23A1 MP. 50.000
SAFETY NET REUSED FOR CONSTRUCTION
COVERS
73
005 CN15D1 MP. 35.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
006 6310159 KG 16.000
JOIN.FRAMEWORK ELEM.LIGHT METALIC
MANUFACT.
007 RPCR41B1 MP. 140.000
FIREPROOF WOODWORK ON PROTECTED SURFAC.
ANT.CONTR.INCE.*
008 CA02M1 M.C. 1.000
REINFOR. CONCRETE MOULDING FOR CONSTR
WITH H<35M IN ELEMENTS SHAPED ISOLATED
WITH VOLUME>0,5MC
008 2100957 M.C. 1.008
CEMENT CONCRETE B 200(C12/15) STAS 3622
009 CB13B1 MP. 8.500
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
010 CC02C1 KG 150.000
ASSEMBL.REINFOR.FOR CONSTR H<35M FROM
BARS IN BEAMS AND COLUMNS D<18MM PLATES
D<10MM WITH DIST FROM PLASTIC
011 CZ0302A1 KG 27.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
012 CZ0302E1 KG 123.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
013 TRA06A05 TONA 2.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
014 TRA02A05 TONA 0.200
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
015 TRA02A10 TONA 2.750
ROAD TRANSPORT OF MATERIALS,SEMIFABS
WITH TRUCK ON DIST.= 10 KM.
016 CF12A1 [ 1] MP. 2.750
RIGID WATERPROOFING ON M100T WALLS WITH
APAPSTOP APPLIED IN 3 LAYERS ON HORIZ
SURFACES UNDER WALLS ACC. TO TECHNICAL
SPECIFICATIONS
74
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: PAVEMENT
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA01G1 M.C. 12.000
MAN. DIGGINGS IN SPREAD SPACES IN SOIL
WITH NAT.MOISTURE THROWED IN VEHICLE ATH
OF 0,61-2M HARD SOIL
002 TSC35B31 100 MC. 0.120
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
003 TRA01A05P TONA 22.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
004 TSE06B1 100 MP. 0.600
SOIL PLATF.PREPARING ISOLATING LAYER AND
SAND REPARTION OR GRAVEL IN COHESIVE
SOIL
75
005 DA06A1 M.C. 9.000
NAT.AGREGG.LAYER(GRAVEL)ROLLED OVER WITH
FILTRING RESISTANCE FUNCTION ISOL.AERING
ANTICAP.MANUAL LAYING
006 TRA01A05 TONA 9.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 5 KM DIST.
007 DD02A1 MP. 60.000
PAVMENT MADE OF NORM PAVING 1ST Q. ON
SAND SUB BASE
008 TRA01A05 TONA 12.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 5 KM DIST.
009 DE11A1 M 70.000
SMALL CRIMPS MANUF.CONCRETE 10X15 CM FOR
FRAMING SPACES WALK ROAD ,GREEN ALLEY
FOUND. CONCRETE10 X 20 C
009 2100933 M.C. 1.400
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
010 TRA06A05 TONA 5.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
76
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
LOT NO. 3 Family House Zoltan Florina
QUANTITY LIST WITH TECHNOLOGICAL EQUIPMENT, INCLUDING UTILITIES OF THE ESTIMATE-OFFER FOR PROCUREMENT
Item Name M.U. Quantity Unitary Price
-lei/M.U.-
Amount (VAT
exclusive)
-Thousand lei-
(col.3 x 4)
Supplier
(name,
address,teleph
one, facsimile)
0 1 2 3 4 5 6
1 Water meter Qn=1.5 cubic
meters/h
pcs 1
2 Ecological tank for waste water, capacity 10 cubic
meters
pcs 1
3 Electric Boiler 10l pcs 1
Thousand lei: TOTAL
USD*):
*) Exchange rate =…………………. Lei/USD, of …………………….
TECHNICAL SHEET No. 1
EQUIPMENT: WATER METER Qn=1.5 cubic meters/h
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and
the specifications
Supplier
77
imposed by the
Technical Specifications
0 1 2 3
1. Technical and Functional Parameters: -Type: multi-jet, and dry dial -Nominal output: 1.5 mc/h
-Nominal diameter: 20 mm - Connection sizing: 3/4˝ -Connection type: coupling
-Design pressure Pn 6 bars
2. Performance specs and conditions related to safety in exploitation:
- To be granted a Technical Agreement or an homologation document;
- The Technical Book shall be presented in
Romanian wording.
3. Conditions related to compliance with relevant standards:
-Accuracy category: B
4. Guarantee and post-guarantee conditions: -3 years guarantee
- 3 days for solving out issues occurred during the guarantee period
5. Other condition of technical character:
TECHNICAL SHEET No. 2
EQUIPMENT: ECOLOGICAL TANK FOR WASTE WATER
Item Technical specifications imposed by the Technical
Specifications
Comparison between the
technical proposal and the specifications imposed by
the Technical
Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Material: polyester
-Net volume: 10 cubic meters -Diameter: 1.8 linear meters -Length: 4.15 linear meters -Installing: buried
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement or an homologation document;
3. Conditions related to compliance with relevant standards: -SR EN 12566-1
4. Guarantee and post-guarantee conditions: - 3 years guarantee.
5. Other condition of technical character:
Minimum life cycle: 30 years
78
TECHNICAL SHEET No . 3 EQUIPMENT: ELECTRIC BOILER
Item Technical specifications imposed by the Technical
Specifications
Comparison between the
technical proposal and the specifications imposed by the
Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Hot water 800C
• Capacity 10l
• Sizes: 360x254x360
• Maximum pressure: Pn 10 bar
• Wasteful resistance power: 1.2 kW
• Power supply: 220 V
2. Performance specs and conditions related to safety
in exploitation: -Inside the boiler’s surface is covered by a special enamel layer;
-It is fitted out by a programmable thermostat, magnesium anode, insulation, relief pressure valve, “on-off” switch.
3. Performance specs and conditions related to safety
in exploitation:
• To be granted a Technical Agreement or an homologation document;
• The Technical Book shall be presented in
Romanian wording.
4. Guarantee and post-guarantee conditions:
• 3 days for solving out issues occurred during the guarantee period;
• 10 days for providing spare parts in the post-guarantee period.
5. Other condition of technical character
Bill of quantities
Estimate - Tender: ELECTRIC INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 EA02A1 [ 2] M 170.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=16/13,4MM
002 EA02A3 [ 2] M 8.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=25,8/21,8 MM
003 EA12A1 M 20.000
METALLIC,FLEXIBILE,PROTECTION,UNTIGHT
TUBE, WITH 2 ROWS OF COILS IN
QUADRILATERAL-SHAPE(SPD) 13,5-23 MM
003 7356501 M 20.500
79
METALIC TUBE FLEX.PROT.NONTIGHT TYPE SPD
-ROMAN D=13,5 MM
004 EB02A1 M 280.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
004 4826880 M 288.400
CONDUCTOR FY 1X 1,5 S 6865
005 EB02A1 M 340.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
005 4826892 M 350.200
CONDUCTOR FY 1X 2,5 S 6865
006 EB02B1 M 30.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION 6- 10 MMP
006 4826919 M 30.900
CONDUCTOR FY 1X 6 S 6865
007 ED01A1 BUC. 4.000
MANUAL SWITCH BURIED UNIPOLAR NORMAL OR
WATERPROOF CONSTRUCTION *
007 5500720 BUC. 4.040
CUMPANA SWITCH ST.250V 10A
008 ED03A1 BUC. 5.000
UNIPOLAR SWITCH BURIED,WOODEN NAILS,IN
SERIES,NORM.CONSTR.OF BACHELITA OR
WATERPROOF CONSTR.
008 5520366 BUC. 5.050
CUMPANA SHIFTER ST.250V 10A
009 ED08A1 BUC. 1.000
PLUG BURIED ASSEM.NORMAL CONSTR.
WATERPROOF OR NORMAL PROTECTION CONTACT
009 5536156 BUC. 1.010
BIPOLAR PLUG PROT.PANEL 250/10A RECESSED
010 ED08B1 [ 1] BUC. 9.000
DOUBLE TWIN PLUG WITH PROTECTION
CONTACT RECESSED MOUNTED
80
010 5535994 BUC. 9.090
DOUBLE BIPOL.PLUG,PROT.CONTACT 250/10A
RECESSED
011 ED01D1 BUC. 1.000
MANUAL SWITCH WOODEN NAILS IN UNIPOLAR
NORMAL CONSTR. MADE OF BACHELITE OR
TIGHT CONSTR.
011 5500677 BUC. 1.010
VISIBLY SET MANUAL SHIFTER 250V 10A
012 ED10A1 [ 1] BUC. 1.000
BELL BUTTON 10A 250V
013 EE04A1 BUC. 2.000
SIMPLE LUMINAIRE (LAMP HOLDER) REGULAR,
WITH NAIL AND RING
014 EE05A1 BUC. 3.000
SIMPLE APPLY ,OBL./RIGHT.GLOB ST.OPAL.
MONT.CEILING./WALLS ON WOOD DOWEL
014 5104071 BUC. 3.036
WALL BRACKET E27,OBLIQUE,60W,BOWL
015 EE08A1 [ 1] BUC. 1.000
CHANDELIER INCANDENSCENCE BULBS WITH 1
ARM
015 5105311 BUC. 1.003
INCANDENSCENCE BULBS 1 ARM CHANDELIER
016 EE08A1 BUC. 2.000
CHANDELIER INCANDENSCENCE BULBS WITH 2
ARMS
016 5105312 BUC. 2.006
INCANDENSCENCE BULBS 1 ARM CHANDELIER
017 EE08B1 BUC. 1.000
CHANDELIER INCANDENSCENCE BULBS WITH 3
ARMS
017 5105300 BUC. 1.003
INCANDENSCENCE BULBS 3 ARMS CHANDELIER
018 EE12B1 BUC. 1.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
018 5103611 BUC. 1.003
81
FLUOR.LUMINAIRE FIA 11-2X36 W EQUIPPED,
APPARENT ASSEM.
019 EE12B1 BUC. 2.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
019 5103823 BUC. 2.006
FLUORESCENT LIGHT FIXTURES AB 02-1X18 W
VISIBLY SET
020 EE14A1 BUC. 2.000
ASSEM.LAMP INSIDE.CONSTR.OR ON EXTER.
ELEMENTS INCANDESCENCE UP TO 1000 W.
020 5101029 BUC. 2.100
INCANDESCENTE LAMP CLEAR E27 TIP S 220V
25W S6115
021 EE14A1 BUC. 11.000
ASSEM.LAMP INSIDE.CONSTR.OR ON EXTER.
ELEMENTS INCANDESCENCE UP TO 1000 W.
021 5101251 BUC. 11.550
INCANDES LAMP DOUBLE SPIR.CLEAR E27 AM
220V 60W CS
022 EF05D1 [ 1] BUC. 1.000
PANEL WITH PROTECTION CUT-OUT AND
DIFER.FAULT CURRENT DEVICE +
BELL AND SWITCH
022 7305451 BUC. 1.000
PANEL WITH 4 PROTECTION CUT-OUTS
PHASE-NULL(1x 6A+2x16A+1x16A WITH DIFFER.
PROT.DIVICE Id=30mA) BELL AND SWITCH
023 EF09A1 BUC. 6.000
COUPLING COPPER PIPE AT DEVICES BORNS ,
MOTORS,ELECTR.COUNTER COND.HAVING SECT.
<10SQMM,EXCLUSIVELY
024 EG08B1 M 10.000
COND.EARTH CONNECTION LIGHTING ROD
UNDERGROUND EARTH CONN.GALVANIZED STEEL
STRIP 40X4MM IN HARD SOIL *
025 W1R06A1 M 3.000
ELECTRODE OF STEEL PIPE OF TWO AND
A HALF INCHES FOR EARTH GROUNDING
IN NORMAL GROUND
026 W1P08A BUC. 1.000
82
EARTH CONN.TESTING FOR BUILDING WIRING
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: SANITARY INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 SA04B1 M 18.000
STEEL PIPE LONGIT.WELDED GALVAN.INSTAL.
THREAD+COUPLING SET HOUSES+SOC.CULT.
CONNECTIONS D= 1/2I
001 3306625 M 18.180
ZINCKED INSTLL. PIPE THREAD+COUPLING
M - 15( 1/2) OL 32 1 S 7656
002 SA04C1 M 24.000
STEEL PIPE LONGIT.WELDED FOR ZINCKED
INSTAL.WITH THREAD+COUPLING ASSEM.LOC.+
CULT.IN LEGATURI D= 3/4T
002 3306649 M 24.240
ZINCKED INSTLL. PIPE THREAD+COUPLING
M - 20( 3/4) OL 32 1 S 7656
003 SA43C1 BUC. 10.000
CLAMP STEEL PIPE FIXING+PVC WATER+GAS
83
SUPPLY,TOOTHING SET,PIPE HAVING D= 1/2
INCHES
004 SA43D1 BUC. 10.000
CLAMP STEEL PIPE FIXING+PVC WATER+GAS
SUPPLY,TOOTHING SET,PIPE HAVING D= 3/4
INCHES
005 SA46A1 BUC. 6.000
MANUF.ASSEM.AND CEMENTATION OF
PROTECTION PIPE PASSING PIPE THROUGH
WALL,PIPE HAVING D=1 INCHES
006 SA46B1 BUC. 4.000
MANUFACT,SET AND ASSEMBLY OF PIPE
PROTECTION AT PASSING OF PIPES THROUGH
WALL,PIPE HAVING D=1 1/4 INCHES
007 SA46D1 BUC. 2.000
MANUFACT,SET AND ASSEMBLY OF PIPE
PROTECTION AT PASSING OF PIPES THROUGH
WALL,PIPE HAVING D=2 INCHES
008 SB16A1 [ 1] M 6.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 32 MM
009 SB16B1 [ 1] M 4.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 40 MM
010 SB16C1 [ 1] M 12.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 50 MM
011 SB16E1 [ 1] M 14.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D=110 MM
012 SB17A1 [ 1] BUC. 6.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 32MM
012 6712226 BUC. 6.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 32
CODE 62504011
013 SB17C1 [ 1] BUC. 6.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 50MM
013 6712243 BUC. 6.000
84
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 50
COD 62504029
014 SB17E1 [ 1] BUC. 10.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D=110 MM
014 6712408 BUC. 6.000
@POLYPROPILENE ELBOW HTD LA 87GR 30MIN
DN 110 COD 62504059
014 6712264 BUC. 4.000
@HTD POLYPROPYLENE ELBOW AT 45 DGR DN
110 COD 62504053
015 SB19A1 [ 5] BUC. 2.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=50/40 MM
015 6712811 BUC. 2.000
@HTEA POLIPROP REDUCED BRANCK 45GR DN50/
40 COD 62510007
016 SB19C1 [ 2] BUC. 2.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=110/ 50 MM
016 6712848 BUC. 2.000
@HTEA POLIPROP SIMPLE REDUCED BRANCH 45
DGR DN110/50 COD 62510031
017 SB19C1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.SIMPLE UNIFORM
BRANCH RUBBER SEAL JOINING D=110 MM
017 6712862 BUC. 2.000
@HTEA POLIPROP SIMPLE EQUAL BRANCH 45
DGR DN 110 COD 62508025
018 SB21C1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.INTERVENTION
PART RUBBER SEAL JOINING D=110 MM
019 SB22A1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.REDUCING PIECE
RUBBER SEAL JOINING DN 40- 32 MM
020 SB22B1 [ 1] BUC. 2.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL DN 50- 32 MM
85
021 SB22E1 [ 1] BUC. 1.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL D=110- 50 MM
022 SB44C2 [ 1] BUC. 2.000
HDPE GULLY TRAP D= 50 MM WITH 1
CONNECTION AND VERTICAL EXIT
023 SB49A3 [ 1] BUC. 2.000
FIREPROOF POLYPROP.PIPES VENT CAP D=110
MM
024 SC01D3 [ 2] BUC. 1.000
FIBRE GLASS BATH TUB FLAT BOTTOM
IST Q. WHITE WITH L=1700MM
025 SC07E1 [ 1] BUC. 2.000
SANIT.PORCELAIN LAVATORY L2 600 ON STAND
INCLD.FLOOR TRAP AND DELIVERY VALVE
026 SC10A1 BUC. 1.000
DISH WASHER OF ENAMEL COATING CAST IRON
WITH SUPPORT SET BY WOODEN DOWELS ON WALL
027 SC13B1 BUC. 2.000
SANITARY PORCELAIN WATER CLOSET WITH
SIPHON TRAP P COL2-A TYPE WHITE
PORCELAIN C.1
027 2442757 BUC. 2.020
WATER CLOSET COL2-A WHITE PORCELAIN C.1
S 2066
028 SC16D1 [ 1] BUC. 2.000
RESERVOIR FOR WASHING WC BASIN FROM
POLYPROPYLENE SET MIDHEIGHT ON
BRICK WALL
029 SC18A5 BUC. 2.000
WC BASIN FRAME,OF POLYPROPYLENE WITH LID
030 SC25A1 BUC. 2.000
SANITARY PORCELAIN SHELF TYPE
030 2451849 BUC. 2.020
PORCELAIN SHELF TYPE E2.60 WHITE Q.1 NI
567
031 SC24A1 BUC. 2.000
BRASS TOWEL SUPPORT MOUNTED ON WALLS
86
TYPE U,WITH 1 ARM, OPENING 450MM
032 SC26A2 BUC. 2.000
SEMICRYST.SANIT.MIRROR POLISH.EDGES
SIZES 500X600MM
033 SC28B1 BUC. 1.000
SANITARY PORCELAIN SOAP BOX
SA2-15 TYPE,VISIBLE,SIMPLE
034 SC29A1 BUC. 2.000
LAUNDRY HANGER OF ENAMELLED CAST IRON ,
SANITARY PORCELAIN OR PLASTIC MATERIAL
TYPE
034 6719536 BUC. 2.000
BATHROOM PEG AMINOPLAST 3 HANGERS NI
2199
035 SC30A1 BUC. 2.000
SANITARY PORCELAIN 1 Q. PAPER HOLDER,HA1
NI 545/63
036 SC34A1 BUC. 1.000
BOILER WITH PRESSURE BREAKING VESSEL
CAPACITY 100L
037 SD03A1 BUC. 1.000
BATH MIXING BATTERY,WITH FLEXIBLE
SHOWER,OF 1/2 INCH TYPE...ASSEM. WITH
WOODEN DOWELS ON BRICKWALL
037 4201523 BUC. 1.000
BRASS MIXER BATTERY FLEXIBLE TUBE PEAR
SHOWER A 1/2 NI 4309
038 SD06A1 BUC. 2.000
LAVATORY COCK SYSTEM D=1/2"
038 4201341 BUC. 2.000
BATH MIXING BATTERY CAST IRON WASH BASIN
1/2" ENAMEL S8732
039 SD06A1 [ 1] BUC. 1.000
LAVATORY COCK SYSTEM FOR WASHER D=1/2"
039 4201444 BUC. 1.000
BATH MIXING BATTERY CAST IRON WASH BASIN
ENAMEL 1/2" S8732
040 SD12A1 BUC. 6.000
CORNER ADJUSTMENT FAUCET,OF NICHELLED
87
BRASS,HAVING D=3/8 OR D=1/2 INCHES
040 4201779 BUC. 6.000
NICKEL PLATED GRASS ANGLE CONTROL COCK 1
/2 " S 751/I
041 SA21A1 [ 1] BUC. 6.000
FLEXIBLE REINFORCED RUBBER CONNECTION 1/
2"X1/2"
042 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
042 7344032 BUC. 2.000
SPHERE TAP FI X FE "MINI" DN 1/2" CODE
40MI4272
043 SA21B1 [ 1] BUC. 2.000
FLEXIBLE REINFORCED RUBBER CONNECTION
1/2"X 3/8"
044 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
044 7344045 BUC. 2.000
@SPHERE FAUCET EVAC+LID+PORTHOSE DN 1/2"
CODE 40814762
045 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
045 7344030 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 1/2" CODE 40430425
046 SD13B1 [ 1] BUC. 5.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
046 7344059 BUC. 5.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
047 SE48A1 [ 1] BUC. 1.000
WATER ELECTRICAL HEATER,10L CAPACITY
88
048 SF01A1 M 42.000
TIGHTENESS TEST AT PRES. OF INST. INTER.
OF WATER,IN PIPES STEEL ZN. OR LEAD
PRES. INCLUDING REINFORCED
049 SF04A1 [ 1] M 42.000
WATER PIPES CLEANING AND PUTTING
INTO OPERATION
050 CN13A1 M 42.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
050 6103220 KG 0.714
WHITE PAINT (FP) V.101-1 NTR 90-80
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: WATER AND SEWAGE SERVICES
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA02F1 M.C. 86.000
MAN.DIGGIN.IN LIMIT.SPACES UNDER 1M WITH
R.O.W.VERT.UNSUPPORT.IN SOIL AVER.COHEZ.
AND VERY COHEZ.DEPTH<1,5M HARD S.
89
002 TSA12C1 M.C. 9.000
MAN.DIGG.IN EXCAVATIONS 1-1,5M WIDE WITH
SUPP.MAN.EVAC.IN SOIL WITH NAT.MOIST AT
DEPTH 0,0-1,5M,HARD SOIL
003 TSC02B1 100 MC. 0.480
DIGGING WITH TYRE EXCAVAT.0,21-0,
39 MC NAT.MOIST.DISCHARGE GROUND
CAT.2
004 TSA18E2 M.C. 4.500
MAN.EXCAV. FOLLOWING MECHANICAL EXCAVATION
HOLES.FOUND. ELEM.NAT.MOIST.SOIL WITH
SUPPORT DEPTH< 4 M HARD SOIL
005 TSF01A1 MP. 88.000
SUPPORT.BY EDGES WITH BEECH SUPPRT.
PLACED HORIZ.EDG.BETWEEN <1,5M,DEEP.0,0-
2M,0,0 -0,2M BETWEEN EDGE
006 TSD01C1 M.C. 90.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
007 TSD05A1 100 MC. 0.900
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
008 ACA10A1 [ 2] M 62.000
UNDERGROUND SETTING AT WATER SUPPLY HDPE
PIPES JOINED WITH FITTINGS THROUGH
COMPRESSION,WITH DN 20-25 MM
008 6701146 M 63.240
@TV HDPE80 312UNI7611.7615 PN10 DN
25X2.3 COD 64000109
009 ACA17A2 BUC. 2.000
POLYETHILEN CONNECTION PIECES JOINED BY
COMPRESSION FOR HDPE WATER SUPPLY PIPES
009 6790049 BUC. 2.000
@FEMALE QUICK JOINING HDPE80 DN25X1"
COD WAVIN 704026
010 SB16C1 [ 1] M 6.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 50 MM
011 ACA12A1 [ 2] M 44.000
INSTALLING PVC PIPE IN GROUND 100
COMPACT SN 4 FOR EXTERIOR SEWAGE
RUBBER TIGTH ELASTOM.RING D=110 MM
012 ACA17A1 [ 2] BUC. 4.000
PVC CONNECTING PIECE WITH WEIGTH PER
90
PIECE UP TO10 KG INCLUDING
012 6712233 BUC. 4.000
@ PVC-U ELBOW PIPEKGB 45 GR DN 110
013 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
013 7344045 BUC. 1.000
@SPHERE FAUCET EVAC+LID+PORTHOSE DN 1/2"
CODE 40814762
014 SD13B1 [ 1] BUC. 2.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
014 7344059 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
015 ACE12B1 BUC. 1.000
WATER METER SETTING WITH BLADES OF D 20
MM
016 M1A01B1 [ 1] BUC. 1.000
INSTALLING WASTE WATER ECOLOGICAL TANK
017 ACD01J1 BUC. 4.000
STAS 2308-81 FRAME AND CAP FOR SEWERS
WITH CARRIAGEWAY SUPPORT PIECE III A
TYPE
018 ACD09G1 BUC. 1.000
CONCRETE MANHOLES SET SECT. CIRC. PR.TIP
1785-2 DI 1,5 M. H 1,5 WITHOUT
UNDERGROUND WATER CARRIAGEWAY
019 ACD04A1 [ 3] BUC. 3.000
MANHOLE STAS 2448-73 WITH INSPECTING
CHAMBER HC=1M OF CONCRETE PIPE WITH LIP AND NOSE
FOR SEWERS WITH DN 110
019 2101195 M.C. 0.114
MORTAR M100 T WITH LIME HYDRATING
019 2100933 M.C. 3.030
CEMENT CONCRETE B 100 (C6/7,5) STAS 3622
020 ACD07A1 M 1.000
ELEMENTS AT MANHOLES STAS WITH H>2 M
INCLUDES: CONCRETE TUBE ACCESS DN 800 L=
1 M WITH FANCET AND OPENING
91
020 2101183 M.C. 0.019
MANSONRY MORTAR M 100 S 1030
021 ACD03A1 M 2.500
STRINGER LADDED OL 50X10 AND STEPS
OB D=20MM ACCESS IN SEWERS OF CONCRETE
PIPES
022 ACE05A1 [ 1] BUC. 8.000
PVC PIECE FOR PIPING TIGHT PASSAGE
THROUGH CONCRETE SEWERS WALLS
022 6311601 BUC. 2.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
32 MM WITH WATERPROOFING
022 6311607 BUC. 6.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
110 MM WITH WATERPROOFING
023 ACE07A1 100 M. 0.620
WATER PIPES WASHING AND DESINFECTION
WITH DN 50
024 ACE08A1 M.C. 34.000
DITCH FILLING FOR WATER PIPE SUPPLY AND
SEWERAGE WITH: SAND
025 W2H07A1 [ 1] M 62.000
POLYETHYLENE WARNING STRIP
025 TRA01A05 TONA 68.000
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH DUMP TRUCK DISTANCE= 5 KM
026 TRA01A05P TONA 96.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
027 TRI1AA03C2 TONA 96.000
MATERIAL LOADING,GROUP A-HEAVY IN DUST,
BY THROWING FROM PLATFORMS OR SOIL-CAR
CATEG.2
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
92
Details transports:
- Items TRA
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: VARIABLE ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 21.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1304 ORA 162.000
SELF-LIFTING METALIC SCAFFOLD 2 CASTLES
6MARCH 75KG/M H-31M L=12M 3SHIFTS
003 CI02A1 [10] MP. 21.000
NATURAL LOCAL STONE PLATING
INCL. MESH
003 2202200 SQ.M. 21.420
BANPOTOC 1 QUALITY G=2CM S LIMESTONE SLAB
6035
004 CG06C1 MP. 6.500
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
005 CH01B1 M 11.500
PLATED SIMPLE CONCRETE TREADS WITH
PREFAB.TREADS AND RISERS WITH MARBLE
MOSAIC
93
005 2802892 M 11.845
MANUFACT.MARBLE STAIR CASE NAT.COLOUR
005 2802957 M 11.845
MARBLE MOSAIC RISER NATURAL COLOUR
006 CE14A1 M 6.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
007 CF06A1 MP. 21.000
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
007 2101203 M.C. 0.462
PLASTER MORTAR M25T
008 CG07B1 M 8.000
MOSAIC PLINTHS OR GORGES CAST ON SITE
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
009 CH04A1 M 6.000
CURRENT WOODEN HANDRAIL
009 2948144 M 6.300
OAK WOOD HANDRAIL PRECAST SECT. 40X80 MM
010 CL20B1 KG 52.000
APPARENT METALLIC MANUFACT. ASSEMBLYING:
GRATES BANISTERS,TRAP DOOR,CHECKS, GRILL
010 6306274 KG 52.000
SIMPL.DECORATIVE LATTICE WORK FOR
STAIRCASES,PROFILED STEEL BALCONY
011 CN11B1 MP. 5.500
DYE WORKS AT BANISTERS,GRID,METALLIC
PARAPET WITH ALCHIDICAL ENAMEL
011 6108347 KG 0.385
REDISH BROWN ENAMEL UIC E.735-8 NTR 1703
-80
011 6100943 KG 0.440
ALCHID RED OXID PLASTER ROUGH G 735-3
012 CN09G1 MP. 18.000
PAINTINGS ON WOOD CARPENTERY ,DONE WITH
2 LAYERS ALCHIDIC LAQUER COLORLESS,AT
DOORS,WINDOWS ,SHUTTER.RUL.
013 CO02B1 MP. 30.000
CONCRETE PLATES WALK SIDE FOR SAND
PAVEMENTS,JOINTS FILLED WITH MASTIC
013 2800488 MP. 30.600
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
014 IZF10F1 [ 3] MP. 21.000
50MM EXTRUDED POLYSTYRENE LAYER TO
94
EXTERIOR WALLS GLUED BY BITUMINOUS CEMENT
015 RPCO56A1 [ 3] M 18.000
OAK WOOD BANISTERS AT PLATFORMS WITH
SIZES OF 30 X 125MM AT 3 ROWS
016 CH01D1 M 9.000
SIMPLE CONCRETE TREADS TITIVATED OR
ROLLED WITH CEMENT MORTAR M100-T
CAREFULLY FINISHED
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
BILL OF QUANTITIES
Estimate - Tender: CONSTANT ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 132.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 390.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
003 MDTC5517010 BUC. 2.000
EQUIPMENT TRANSPORT 10 KM 90100043
SELF-LIFTING METALLIC SCAFFOLDING WITH 2
95
CASTLES
004 CD04E1 M.C. 0.100
MASONRY FROM PRESSED BRICK 240X115X63MM
AT BATHROOM TUB CLOSING, CAL.1
005 CD04C1 M.C. 2.000
RESSED BRICK MASONRY 240X115X63MM AT
INSULATED CHIMNEY STACKS IN GARRET,QAL.1
005 2101171 M.C. 0.340
MASONRY MORTAR M 50 S 1030
006 CD05A1 M.C. 32.000
BRICK MASONRY TYPE GVP AT BUILDINGS H
<35M, SHAPE 240X115X 88MM,Q.A
006 2101169 M.C. 6.720
MASONRY MORTAR M 25 S 1030
007 CD04H1 M.C. 6.000
MASONRY FROM PRESSED BRICK 240X115X63M M
AT BUILDING.H<35M, 12,5CM THICKNESS, Q.
A,WITH VOIDS <50 %
007 2101169 M.C. 1.080
MASONRY MORTAR M 25 S 1030
008 CE15B2 [ 1] M 8.000
ALUMINIM WINDOW BOARDS
009 CF01K1 MP. 246.000
FLOATED INT.PLASTERS,AT COLUMNS,WALLS
WITH SPRINKLER AND PLASTER ROUGH CAST
MECHANICALLY PERFORMED,OF 2CM
009 2101202 M.C. 4.428
PLASTER MORTAR M10T
010 CF06K1 MP. 123.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
010 2101204 M.C. 2.829
MORTAR M50T
011 CF06C1 [ 6] MP. 123.000
OUTER DECORATIVE PLASTER OR
SIMILAR
012 CF10C1 MP. 316.000
96
PLASTER POLISHING APPLIED ON FLOATED
INTERIOR PLASTERS
013 CG01E1 [ 5] MP. 70.000
CEMENT SLAB FINISH FOR FLOORS
014 RPCK07D1 MP. 52.000
RESINOUS WOODEN FLOORING OF 24MM
THICK. NAILED ON OAK LATHS OF
50X80MM
015 CG06C1 MP. 9.500
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
016 CG06D1 MP. 8.500
MOSAIC FLOOR POURED ON SITE OF 1,5CM
THICK.SIMPLE WITHOUT CRIMP ON SURF.>5MP
WITH MARBLE MOSAIC
017 CG07B1 M 37.500
MOSAIC PLINTHS OR GORGES CAST ON SITE
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
018 CG28B1 MP. 70.000
5MM DIFFERENCE SUPP.LAYER FOR CEMENT
MORTAR FLOOR
018 2101200 M.C. 0.350
PLASTER MORTAR M 100 (LIME PASTE ) S
1030
019 CG26A1 MP. 18.000
POLISHING,INCLUDING MARBLE OR MARBLE
MOSAIC GRAVEL WAXING FLOORS
020 CG26B1 M 37.500
POLISHING INCLUDING PLINTH AND GORGES
WAXING
021 CN04D1 MP. 44.000
DYE WORKS FOR INTERIOR AND EXTERIOR
MANUALLY EXEC.WITH OIL PAINTS
IN 2 LAYERS ON SMOOTH PLASTERS
021 6103309 KG 10.648
CREAM PAINT (FP) V.401-1 NTR 90-80
022 CK11G1 [ 3] MP. 11.000
PVC DOUBLED-GLASSED WINDOWS
023 CK14A1 [ 2] MP. 5.300
WHITE COLOR PVC DOORS WITH THERMO
INSULATING GLASS 4+ 16+4MM
97
024 CK03A1 MP. 9.800
INTERIOR SIMPLE WOOD DOORS ONE LEAF ON
LINING
024 2933300 MP. 9.800
ONE LEAF TIMBER DOOR ON
LINING FINISHED BY
MANUFACTURER
025 CK03C1 MP. 3.300
INTERNAL SIMPLE WOOD DOORS IN 2 LEAFS ON
LINING
025 2932150 MP. 3.300
2 LEAFS WOOD DOORS ON LININGS PAINTED AT
PRODUCER
026 CK25C1 BUC. 2.000
CARPENTRY ACCESSORY WORKS APPLIED LOCK
TO A YALE SYSTEM
026 6310380 BUC. 2.000
SAFETY LOCK IN YALLE
SYSTEM WITH DOOR BOLT
027 CK08A1 MP. 0.350
EXTRA DIFFERENCE AT LINING FOR DOORS
WIDER THAN 19,5 CM.
028 CK09A1 [ 1] M 8.000
20CM WIDE PVC WINDOW BOARDS SET TO THE
INTERIOR
029 CM02E1 MP. 4.000
DRAWN WINDOWS SIMPLE MEASURE FREE ON
WOOD CARPENTERY 4-8MM THICK.WITH PUTTY
AND WANG AT VITRI
029 2500327 MP. 4.360
CLEAR DRAWN GLASS Q.3 4MM. PACKED FREE
SIZES S 853
030 CN06B1 [ 3] MP. 316.000
3 LAYER WHITE COLOR WASHABLE PAINTING FOR
INTERIOR FOR WALLS
031 RPCK72A1 MP. 52.000
PALUX LAKE PARQUET LAQUERING IN THREE
LAYERS
032 IZF10C1 [10] MP. 123.000
98
THERMINSULATING LAYER FOR WALLS OF
EXPANDED POLYSTYRENE FOR FACADE OF 10CM
THICK.INCLUDING MORTAR ADHESIVE AND
SECURING NAILS
032 2602797 MP. 124.230
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
033 CO12A1 BUC. 470.000
TERACOTTA ENAMEL STOVES,INCLUDING
METALLIC SEALS
033 2436887 BUC. 484.100
COLORED TILES FOR STOVES OF 240X220 1ST Q.
S1798
033 7323475 BUC. 4.700
METALLIC SET TERRACOTTA STOVE (EG .GRILL)
FROM NES CAST IRON
033 7323580 BUC. 4.700
CAST IRON GRILL MAR ,1 105 X128X8
034 TRA06A TONA 37.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
99
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: CONSTANT ARCHITECTURE GARRET
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 25.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 170.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
003 CD05E1 M.C. 5.000
BRICK MASONRY GVP TYPE FOR
CONSTR.H<35M, FORMAT 365X180X138MM,A Q.
003 2101169 M.C. 0.650
MASONRY MORTAR M 25 S 1030
004 CD04C1 M.C. 1.850
RESSED BRICK MASONRY 240X115X63MM AT
INSULATED CHIMNEY STACKS IN GARRET,QAL.1
004 2101171 M.C. 0.315
MASONRY MORTAR M 50 S 1030
005 CE01A1 MP. 160.000
BURNT CLAY SHAPED TILE COVER
005 2302983 BUC. 2560.000
DRAIN TILE WITH 1 BEAK Q1 390X230X11
S515
006 CE13A1 M 39.000
GALVANIZED PLATE DRAIN OF 0,5MM, MADE ON
SITE SEMIROUND WITH D=15CM
007 CE14A1 M 21.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
008 CE15B2 [ 1] M 1.200
ALUMINIM WINDOW BOARDS
009 CE19D1 [ 1] M 55.000
TOOTHING EAVES FROM ONE SIDE
PLANE BOARD AND RABBETED
OF 70CM WIDE
009 2903830 M.C. 0.083
100
LONG RESIN BOARD SELVEDGED CLASS C THICK
=24MM L=3,00M S 942
010 CF06A1 MP. 6.000
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
010 2101203 M.C. 0.132
PLASTER MORTAR M25T
011 CF06C1 [ 6] MP. 25.000
OUTER DECORATIVE PLASTER OR
SIMILAR
012 CF06K1 MP. 25.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
012 2101203 M.C. 0.575
PLASTER MORTAR M25T
013 CK01A1 MP. 0.500
BUILDINGS WOODEN WINDOWS WITH H= 0- 35M
WITH FRAME SURFACE < 1,00MP.
013 2938811 MP. 0.500
EXTERNAL SIMPLE RESIN WINDOWS OAK FRAME
<0,50 SQM
014 VB34C1 BUC. 3.000
PROTECTION CAP FOR CIRCULAR SEWERS WITH
PERIM. OF 701-1600 MM MADE.ON SITE DET.
TYPE 61/0
015 CK09A1 M 1.000
RESINOUS TIMBER LINTELS
015 2947800 M 1.000
RESINOUS WINDOW BOARD OF 30MM WIDE UP
TO 120MM
016 CM02B1 MP. 0.500
DRAWN GLASSES SIMPLE FREE MEASURE ON
WOOD CARPENTERY 2-3MM THICK. WITH
PUTTYAND EYES NAILS>0,25MP
016 2500195 MP. 0.565
CLEAR DRAWN WINDOW Q.3 3MM. PACKED FREE
SIZES S 853
017 CN09B1 MP. 0.250
DYE WORKS ON WOOD CARPENTRY,OIL PAINT IN
3 LAYERS AT DOORS AND WINDOWS
017 6103270 KG 0.090
RED PAINT V.231-1 NTR 90-80
018 CN15B1 [ 4] MP. 300.000
PAINTING THE TIMBER BY FIREPROOF
SOLUTIONS
101
019 CN15D1 MP. 75.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
020 CN01A1 MP. 6.000
TWO LAYERS LIME MILK PAINTINGS
(PAINTINGS)
021 CO15B1 BUC. 5.000
CLEANING WICHET AT DOUBLE CHIMNEY STACKS
022 CO02B1 [ 2] MP. 3.000
CONCRETE PRECAST SLABS 70 X70 X8CM LAID
ON THE CLEANING DOOR AREA FOR THE
CHIMNEY STACKS
022 2800488 MP. 3.060
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
023 CO17A1 BUC. 1.000
HATCH TO NON-CIRCULATING TERRACE EXITS
0,8 X0.8M BEECH WOOD INSULATED WITH
INSULATING MATERIAL OF 30MIN FIRE
RESISTANT
024 CO23A1 MP. 81.000
BEECH BOARD WOOD FLOOR BOARDING OF 20MM
THICKNESS
025 IZF10F1 [18] MP. 81.000
INSULATING MINERAL WOOL LAYER G80 TYPE
150MM THICK. COATED,AND ^=0.040 W/MK AND
0 KG/CUBIC METER TO THE FLOORING
026 IZF10C1 [ 5] MP. 25.000
THERMO-INSULATING LAYER FOR FLOOR WITH
EXPANDED POLYSTYRENE
026 2602797 MP. 25.250
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
027 IZF03B2 MP. 25.000
BARRIER AGAINST VAPOURS ON VERTICAL
SURFACE WITH 1STR IMPISLIT BIT TYPE /A
SAU TSA2000 LIP WITH BITUM TYPE
027 2600048 KG 37.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
027 2602060 MP. 27.500
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
102
028 IZF02A1 MP. 25.000
ROOF VAPOUR DIFFUSION LAYER,TERRACCE
WITH GLASS FIBRE KNITTING HORISONTAL
SURFACE BITUMEN
028 2600048 KG 12.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
029 IZF01A1 MP. 25.000
SURFACE MILDING APPLY.VAPOURS DIFUSION
LAYER WITH CUT BITUMEN IN 2 LAYERS
HORIS.AND VERT.SURFACE
029 2600048 KG 3.750
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
030 IZF04J2 MP. 25.000
BOUNDARY LAYER RELATED TO THE INSULATION
WORK EXEC WITH FIBER GLASS FELTING
AND NON GLUED BREAKDOWN
030 2602060 MP. 27.000
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
103
Estimate - Tender: RESISTANCE INFRASTRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSC18A1 100 MC. 0.140
BULDOZER DIGGING ON TRACTOR 65-80CP
INCL.EARTH PUSH. 10M CAT.1 LAND
002 TSA04B1 M.C. 27.500
MAN.DIGGING IN LIMITED SPACES UNDER 1M
SUPPORTS AND MAN.EVAC.IN SOIL WITH NAT.
HUMIDITY DEPTH.0,0-1,5M MEDIUM SOOL
003 TSC02D1 100 MC. 0.340
DIGGING WITH EXCAVATOR ON TYRES 0,21-0,
39 MC SOIL NATURAL MOISTURE OPEN AUT.
FILED CATEGORY 2
004 TSD01C1 M.C. 39.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
005 TSD05A1 100 MC. 0.390
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
006 TRA01A05P TONA 66.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
007 TSC35B31 100 MC. 0.650
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
008 TSF01B1 MP. 73.000
BANKS SUPPORT BY BEECH BOARDS
HORIZ.LAID WIDTH<1.5M, DEPTH 0.0-
2M;0,21-0,6M BETWEEN BOARDS
009 CG32D1 [ 5] M.C. 8.000
FILLINGS IN LAYERS, EXECUTED BY
MECHANICALLY COMPACTED GRAVEL
010 CA01B1 M.C. 48.700
SIMPLE CONCRETE MOULDING IN FOUNDATIONS
(CONTINUOUS,ISOLATED)AND SOCLES WITH
VOLUME > 3MC,AND IN RETAINIG WALLS
010 2100945 M.C. 49.090
CEMENT CONCRETE B 150(C8/10) STAS 3622
104
011 CA01D1 M.C. 12.200
SIMPLE CONCRETE MOULDING IN LAYERS OF 3-
20CM THICKNESS AT CONSTRUCTIONS WITH H
<35M
011 2100945 M.C. 9.374
CEMENT CONCRETE B 150(C8/10) STAS 3622
012 2100957 M.C. 2.923
CEMENT CONCRETE B 200(C12/15) STAS 3622
013 CB11A1 MP. 186.000
SHUTTERINGS FOR CONCRETE IN ELEV.FROM
PANELS TO STRAIGHT WALL WITH H<3M,WITH
PLYWOOD OF 8MM THICK.
013 CC01C1 KG 710.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
014 CZ0301A1 KG 340.000
MANUFAC.REINFOR.SHAPED BARS FOR
FOUNDATION ISOL.CONTINUOUS AND PLATES
IN.CENT.WORKSHOPS OB 37 D=6-8MM
015 CZ0301D1 KG 370.000
REINFORCED MANUFACTURED SHAPING BARS FOR
CONTINOUS ISOLATED FOUNDATION AND PLATE
FOUNDATION IN ATEL CENT.PC 52 D=6-8MM
016 TRA06A05 TONA 153.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
017 TRA02A05 TONA 0.710
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
018 IZF10F1 [14] MP. 63.300
EXTRUDED POLYSTYRENE INSULATION
LAYER OF 100MM WITH = 0.03 W/MK > 35 KG
UNDER THE REINFORCED CONCRETE SLAB
019 IZF04J1 [ 1] MP. 81.000
BOUNDARY LAYER EXEC BY POLYETHYLENE
FOIL OF 0.2MM
020 CF12A1 [ 1] MP. 19.000
RIGID WATERPROOFING ON M100T WALLS WITH
APAPSTOP APPLIED IN 3 LAYERS ON HORIZ
SURFACES UNDER WALLS ACC. TO TECHNICAL
SPECIFICATIONS
Direct expensive from items:
105
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: RESISTANCE SUPER-STRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CA02J1 M.C. 18.000
MOULDING REINFOR.CONCRETE TO CONSTR.WITH
H<35M,IN FLOORS(BEAMS,COLUMNS,PLATES)
WITH SLAB THICKN.>10CM
001 2100957 M.C. 18.144
CEMENT CONCRETE B 200(C12/15) STAS 3622
002 CB13A1 MP. 116.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTRUCTIONS WITH H<20M TO SLABS AND
BEAMS,WITH PLYWOOD OF 8MM
003 CB13B1 MP. 25.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
106
004 CB44A1 BUC. 62.000
SUST.WITH STUDS EXTENS PER3100R FOR
ASSEMBLING FLOORS,PRESLAB TURN FLOORS
MONOL WITH GR OR GR MONOL PL PREFAB.
005 CB45B1 BUC. 31.000
SUSTAIN. FROM METALIC BEAMS EXTENSIBLE
TO CONSTR.WITH H<20M BEAMS SUPPORT.ON
METALIC STUDS
006 RPCH38A1 [ 2] BUC. 30.000
ROUND WOODEN PROP SUPPORT D= 12CM
AT LINTELS OVER DOOR AND WINDOW OPENINGS
007 CC01C1 KG 1610.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
008 CZ0302A1 KG 275.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
009 CZ0302E1 KG 590.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
010 CZ0302M1 KG 55.000
MANUFCT. REINFORC. FOR PLATES INCLUD.
STAIRS TO REGULAR CONST. IN CENTRALIZED
WORKSHOPS OB 37 D=6-8MM
011 CZ0302O1 KG 690.000
MANUFCT.REINFORC.FOR PLATES INCLUD.
STAIRS TO REGULAR CONST.IN CENTRALIZED
WORKSHOPS PC 52 D= 6-8MM
012 CP12A1 BUC. 7.000
ASSEMBL.PREFAB.TO HOUSING WITH STRUCT.
MONOL.MIXED AND BRICKWORK.SUST.WITH.VOL.
0,2 MC.AND H<20 M
013 6433209 M.C. 0.300
CONCRETE PRECAST C16/20(B250) II A-
S32.5 0-16MM
014 6433376 KG 18.000
CONCRETE PREFABR.REINFOR. OB 37 D=6-10MM
STANDARD
015 6433754 KG 10.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
016 6433754 KG 63.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
017 AUT1301 ORA 5952.000
107
EXPANDING METAL GIRDER L=3-5M TYPE GE1 3
SHIFTS
018 AUT1325 ORA 11904.000
EXPANDING METAL PROP PE3100 INCLUDING
PIPE 051X3,5MM
019 TRA06A TONA 45.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. = KM
020 TRA02A TONA 1.610
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= KM.
021 AUT1140 ORA 30.000
TELESCOPIC JIB CRANE ON TYRES TELEMAC HT
125.5 TF 1 SHIFT
022 MDTC4623 BUC. 6.000
EQUIP.TRANSPORT 10 KM-65121002-TYRE
CRANE OF 0,10-0,149 MN(10-14,9TF
023 MDTC5575 BUC. 62.000
EQUIPMENT TRANSPORTATION 10 KM-90100106
EXTENSIBLE METALLIC BEAM WITHL=4-8M TYPE
CE-2
024 MDTC5552 BUC. 124.000
EQUIPMENT TRANSPORTATION 10 KM-90100079
METALLIC POP TYPE PE-3100
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
108
VAT
TOTAL with VAT
List with work quantities
Estimate - Tender: REZISTENCE FRAMEWORK
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CE17B1 MP. 125.000
WOODEN FRAMEWORK FOR HEAVY COVERS
002 2900980 M.C. 5.500
FRAMEWORK SQUARED WOOD
003 7335349 ORA 38.000
TIMBER MANUFACT. AT CARPENTRY MACHINES
004 CE23A1 MP. 50.000
SAFETY NET REUSED FOR CONSTRUCTION
COVERS
005 CN15D1 MP. 35.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
006 6310159 KG 16.000
JOIN.FRAMEWORK ELEM.LIGHT METALIC
MANUFACT.
007 RPCR41B1 MP. 140.000
FIREPROOF WOODWORK ON PROTECTED SURFAC.
ANT.CONTR.INCE.*
008 CA02M1 M.C. 1.000
REINFOR. CONCRETE MOULDING FOR CONSTR
WITH H<35M IN ELEMENTS SHAPED ISOLATED
WITH VOLUME>0,5MC
008 2100957 M.C. 1.008
CEMENT CONCRETE B 200(C12/15) STAS 3622
009 CB13B1 MP. 8.500
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
010 CC02C1 KG 150.000
ASSEMBL.REINFOR.FOR CONSTR H<35M FROM
BARS IN BEAMS AND COLUMNS D<18MM PLATES
D<10MM WITH DIST FROM PLASTIC
011 CZ0302A1 KG 27.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
109
012 CZ0302E1 KG 123.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
013 TRA06A05 TONA 2.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
014 TRA02A05 TONA 0.200
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
015 TRA02A10 TONA 2.750
ROAD TRANSPORT OF MATERIALS,SEMIFABS
WITH TRUCK ON DIST.= 10 KM.
016 CF12A1 [ 1] MP. 2.750
RIGID WATERPROOFING ON M100T WALLS WITH
APAPSTOP APPLIED IN 3 LAYERS ON HORIZ
SURFACES UNDER WALLS ACC. TO TECHNICAL
SPECIFICATIONS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: PAVEMENT-
Work category:
=================================================================
110
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA01G1 M.C. 20.000
MAN. DIGGINGS IN SPREAD SPACES IN SOIL
WITH NAT.MOISTURE THROWED IN VEHICLE ATH
OF 0,61-2M HARD SOIL
002 TSC35B31 100 MC. 0.200
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
003 TRA01A05P TONA 36.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
004 TSE06B1 100 MP. 0.850
SOIL PLATF.PREPARING ISOLATING LAYER AND
SAND REPARTION OR GRAVEL IN COHESIVE
SOIL
005 DA06A1 M.C. 13.000
NAT.AGREGG.LAYER(GRAVEL)ROLLED OVER WITH
FILTRING RESISTANCE FUNCTION ISOL.AERING
ANTICAP.MANUAL LAYING
006 TRA01A10 TONA 38.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 10 KM.DIST.
007 DD02A1 MP. 85.000
PAVMENT MADE OF NORM PAVING 1ST Q. ON
SAND SUB BASE
008 TRA01A10 TONA 17.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 10 KM.DIST.
009 DE11A1 M 115.000
SMALL CRIMPS MANUF.CONCRETE 10X15 CM FOR
FRAMING SPACES WALK ROAD ,GREEN ALLEY
FOUND. CONCRETE10 X 20 C
009 2100933 M.C. 3.000
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
010 TRA06A05 TONA 10.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
011 PB01A1 M.C. 1.000
POURING PLAIN B50 CONCRETE IN
COMPLETIONS TO FILLING LEVELLING AND CONCRETE
111
SLOPE EXEC.IN LAYER OF 5-20CM.
011 2100957 M.C. 1.008
CEMENT CONCRETE B 200(C12/15) STAS 3622
012 PC02A1 MP. 6.000
SHUTTERINGS FOR CONCRETE ELEVATION AND
RETAINING WALLS FROM PLYWOOD P PANELS
PLANE SURFACE
013 ACC08B1 M 5.000
INSTALLING CONCRETE CIRC.PIPE PREC.L=5M DN 500
PREMO
013 6418871 BUC. 1.010
PREMO FEED PIE D= 500 P= 4 L=5
B600SBP ISLGC T2027
014 TSG03B1 100 MP. 17.000
MANUAL LAND CLEARING OF AFFORESTATION AREA
WITH BUSHES AND SHRUBS WITH DIAM.<10CM.
MATER.STORAGE,WITH ROOTING OFF
015 TSG01A1 100 MP. 17.000
LEAFS AND BRANCHES LAND CLEANING OFF,
PILING UP AND SUPERVIZED BURNING
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
112
LOT NO. 4 Health Unit
QUANTITY LIST WITH TECHNOLOGICAL EQUIPMENT, INCLUDING UTILITIES OF THE ESTIMATE-OFFER FOR PROCUREMENT
Item Name M.U. Quantity Unitary Price
-lei/M.U.-
Amount (VAT
exclusive)
-Thousand lei-
(col.3 x 4)
Supplier
(name,
address,telephone,
facsimile)
113
0 1 2 3 4 5 6
1 Mural Tank on gas fuel, thermo power
of 30kw
pcs 1
2 Gas Regulating filter Dn ¾˝ pcs 1
3 Gas Detector and electro-valve pcs 1
4 Programmable thermostat pcs 1
5 Water meter Qn=1.5 cubic meters/h pcs 1
6 Ecological tank for waste water,
capacity 6 m3 pcs 1
Thousand
lei:
TOTAL
USD*):
*) Exchange rate =…………………. Lei/USD, of …………………….
TECHNICAL SHEET No. 1
EQUIPMENT: TANK FOR HOT WATER
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and
the specifications imposed by the
Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Type: mural with forced flow and sealed burning chamber
• Thermic agent: hot water 80 – 600C
• Nominal output Pn 3 bars
• Minimum output 90%
• Net thermic power: 30 KW
• Burnt gas Connection 110/60 mm
• Volume of expansion vessel: 8 liters
• Hot water flow Dt=250. C 13 l/min
• Primary connection 3/4˝ - gas 3/4˝ - water feed pipe - outlet 1/2˝
• gas consumption 3.4 Ncubic meters/h
• Fuel nominal output: 20 mbar
2. Performance specs and conditions related to safety in exploitation:
• The tank shall be fitted out with flame
extinguishing protection system, electric current supply cut off, and pressure building up in installation
• To be granted the I.S.C.I.R. endorsement.
• The Technical Book shall be presented in
Romanian wording.
3. Conditions related to compliance with relevant
standards:
114
4. Guarantee and post-guarantee conditions:
• 3 years guarantee;
• 3 days for solving out issues occurred during the guarantee period;
• 10 days for providing spare parts in the post-guarantee period
5. Other condition of technical character: the electro-
pump shall provide the pressure head of water of 2 mH2O to tank’s nominal load.
TECHNICAL SHEET No. 2
EQUIPMENT: GAS REGULATING FILTER
Item Technical specifications imposed by the
Technical Specifications Comparison between the technical proposal and the
specifications imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• maximum entrance pressure: 200 mbar
• outlet pressure: 20 mbar
• connection diameter: 3/4˝
2. Performance specs and conditions related to safety in exploitation:
- To be granted a Technical Agreement or an homologation document;
- The Technical Book shall be presented in
Romanian wording.
3. Conditions related to compliance with relevant standards:
4. Guarantee and post-guarantee conditions: - 3 days for solving out issues occurred during
the guarantee period;
- 10 days for providing spare parts in the post-guarantee period.
5. Other condition of technical character:
TECHNICAL SHEET No. 3
EQUIPMENT: GAS DETECTOR AND ELECTRO-VALVE
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and the
specifications imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Lower sensitivity limit: 2%CH4 in air
• Electro-valve nominal diameter: 3/4″
115
• Normal closed electro-valve, with one step
• Pressure: max 200 bar
• Male electro-valve connection
• Power supply: 230 V/50 Hz;
• Location: in the central heating, and the electro-valve to the exterior
2. Performance specs and conditions related to safety in exploitation:
• Closing period: < 1 sec.
• Opening period: < 1 sec.
3. Conditions related to compliance with relevant standards: supplier must be certified according to Standards family ISO 9001
4. Guarantee and post-guarantee conditions:
• 3 years guarantee.
5. Other condition of technical character:
TECHNICAL SHEET No. 4
EQUIPMENT: PROGRAMMABLE ELECTRONIC THERMOSTAT
Item Technical specifications imposed by the
Technical Specifications Comparison between the technical proposal and the
specifications imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Type: single pole, change over contacts, with “on-off” switch Power supply: 230V / 50 Hz.
• Maximum current to thermostat contacts: 6 A
• Control temperature area: 10 – 300C
• Use temperature area: 10 – 50 0C
• Protection degree IP 30
• Dt=0.5 K
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement and
an homologation document;
• The Technical Book shall be presented in Romanian wording.
3. Conditions related to compliance with relevant
116
standards:
4. Guarantee and post-guarantee conditions:
• 3 days for solving out issues occurred during the guarantee period;
• 10 days for providing spare parts in the post-guarantee period.
5. Other condition of technical character:
TECHNICAL SHEET No. 5
EQUIPMENT: WATER METER Qn=1.5 cubic meters/h
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and
the specifications
imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Type: multi-jet, and dry dial
-Nominal output: 1,5 mc/h -Nominal diameter: 15 mm - Connection sizing: 1/2˝
-Connection type: coupling -Design pressure Pn 6 bars
2. Performance specs and conditions related to safety in
exploitation: - To be granted a Technical Agreement or an
homologation document;
- The Technical Book shall be presented in Romanian wording.
3. Conditions related to compliance with relevant standards:
-Accuracy category: B
4. Guarantee and post-guarantee conditions:
-3 years guarantee - 3 days for solving out issues occurred during the guarantee period
5. Other condition of technical character:
TECHNICAL SHEET No. 6
EQUIPMENT: ECOLOGICAL TANK FOR WASTE WATER
Item Technical specifications imposed by the Technical Comparison between the Supplier
117
Specifications technical proposal and the
specifications imposed by the Technical Specifications
0 1 2 3
1. Technical and Functional Parameters:
-Material: polyester -Net volume: 6 cubic meters -Diameter: 1.6 linear meters
-Length: 3.0 linear meters -Installing: buried
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement or an homologation document;
3. Conditions related to compliance with relevant
standards: -SR EN 12566-1
4. Guarantee and post-guarantee conditions:
- 3 years guarantee.
5. Other condition of technical character: Minimum life cycle: 30 years
Equipment List TE-
- panel for 24 modules 1 PCS
- automatic switch 4P 32A, with differential prot. device Id=100mA, Icn=6kA, curba C 1 PCS
- circuit breaker phase-null 6A, Icn=4,5kA, curba C 3 PCS
- circuit breaker phase-null 16A, Icn=4,5kA, curba C 7 PCS
- copper clamps 10mmp 5 PCS - copper clamps 2,5mmp 30 PCS
- copper conductor 1…4mmp 3 m
- tags 11 PCS
- warning plate 1 PCS
Bill of quantities
Estimate - Tender: HEAT INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 IA07A1 [ 3] BUC. 1.000
INSTALLING MURAL BOILER FOR PREPARING HEAT
CARRIER AND HOT WATER, WITH A HEAT OUTPUT
OF: 25.1-70 KW
002 IB02A01 [ 3] BUC. 13.000
INSTALLING FINISHED STEEL SHEET
RADIATORS H 600 MM
118
002 5700860 BUC. 1.000
STEEL RADIATOR TYPE 11 600/600 MM
002 5700864 BUC. 5.000
STEEL RADIATOR TYPE 22 600/500 MM
002 5700866 BUC. 2.000
STEEL RADIATOR TYPE 22 600/700 MM
002 5700868 BUC. 5.000
STEEL RADIATOR TYPE 22 600/1000 MM
003 IC04B1 [ 1] M 34.000
COPPER PIPE MOUNTED BY WELDING IN
BRANCHES OF RADIATORS D=15 MM
004 IC25A1 [ 1] M 25.000
COPPER PIPE MOUNTED BY WELDING IN
CENTR.HEAT.DISTRIB.D=18 MM
005 IC25A1 [ 2] M 35.000
COPPER PIPE MOUNTED BY WELDING IN
CENTR.HEAT.DISTRIB.D=22 MM
006 IC25B1 [ 1] M 16.000
COPPER PIPE MOUNTED BY WELDING IN
CENTR.HEAT.DISTRIB.D=28 MM
007 IC34B1 [ 2] BUC. 68.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 2 WELDINGS D=15 MM
007 7300509 BUC. 45.000
@COPPER PIPE ELBOW MM 90 GR DN 15 COD
46900004
007 7300331 BUC. 13.000
@COPPER CURVE FOR GOING OVER PIPE MM
DN 15 COD 46850002
007 3331105 BUC. 10.000
@COPPER MALE COUPLING MM DN 15 COD
46270005
008 IC34B1 [ 3] BUC. 47.000
BRONZE FITTINGS FOR COPPER
- STEEL JOINING D=1/2 INCHES
008 3330697 BUC. 34.000
@BRONZE FE X M PIPE NIPPLE FE X M DN 1/2"
X16 COD 46243078
008 3330694 BUC. 13.000
@BRONZE FE X M SCREWED UNION FE X M DN 1/
2"X15 COD 46341004
009 IC34C1 [ 2] BUC. 22.000
119
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 2 WELDINGS D=18 MM
009 7300515 BUC. 2.000
@COPPER PIPE ELBOW MM 90 GR DN 18 COD
46900006
009 3331108 BUC. 6.000
@COPPER MALE COUPLING MM DN 18 COD
46270007
009 3330885 BUC. 14.000
@COPPER REDUCTION MT DN 18X15 COD
46243015
010 IC34C1 [ 3] BUC. 10.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 2 WELDINGS D=22 MM
010 7300519 BUC. 2.000
@COPPER PIPE ELBOW MM 90 GR DN 22 COD
46900007
010 3330900 BUC. 8.000
@COPPER REDUCTION MT DN 22X18 COD
46243021
011 IC34D1 [ 2] BUC. 6.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 2 WELDINGS D=28 MM
011 7300523 BUC. 2.000
@COPPER PIPE ELBOW MM 90 GR DN 28 COD
46900008
011 3330912 BUC. 4.000
@COPPER REDUCTION MT DN 28X22 COD
46243027
012 IC34D1 [ 4] BUC. 8.000
BRONZE FITTINGS FOR COPPER
- STEEL JOINING D=1 INCH
012 3330725 BUC. 2.000
@BRONZE FE X M SCREWED UNION FEXM DN 1"X28
COD 46341014
012 3330723 BUC. 6.000
@BRONZE FE X M PIPE NIPPLE FEXM DN 1"X28
COD 46243089
120
013 IC34L1 [ 2] BUC. 4.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 3 WELDINGS D=15 MM
013 3330754 BUC. 4.000
@COPPER TEE PIECE DN 15 COD 46130005
014 IC34M1 [ 2] BUC. 8.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 3 WELDINGS D=18 MM
014 3330778 BUC. 8.000
@COPPER REDUCING TEE PIECE DN 18X15X18
015 IC34M1 [ 3] BUC. 10.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 3 WELDINGS D=22 MM
015 3330797 BUC. 10.000
@COPPER REDUCING TEE PIECE DN 22X18X22
016 IC34N1 [ 2] BUC. 2.000
COPPER FITTINGS FOR JOINING PIPE WELDING
PIECES HAVING 3 WELDINGS D=28 MM
016 3330761 BUC. 2.000
@COPPER TEE PIECE DN 28 COD 46130009
016 3330816 BUC. 8.000
@COPPER REDUCING TEE PIECE DN 28X22X28
017 IC35C1 [ 1] BUC. 24.000
TUBE CLIPS DN 14-16 MM
018 IC35D1 [ 1] BUC. 62.000
TUBE CLIPS DN 18-22 MM
019 IC35E1 [ 1] BUC. 18.000
TUBE CLIPS DN 26-28 MM
020 IC40A1 BUC. 12.000
MANUF.ASSEMBLY+CEMENTATION OF PROTECTION
PIPE AT PIPES PASSING THROUGH WALLS D=1
INCHES
021 ID01A2 BUC. 26.000
CORNER VENTIL DOUBLED FAUCET ADJUSTM.
FOR CENTRAL HEAT.INSTALLATION WITH D: 1/
2''
021 4507211 BUC. 13.000
@CORNER FAUCET COPPER PIPE DN 1/2" CODE
4O020413
021 4507213 BUC. 13.000
@CORNER FAUCET COPPER PIPE RETURN
ADJUSTMENT DN1/2" COD 4O120414
121
022 ID06A1 [ 1] BUC. 6.000
COUPLING SPHERE FAUCET CENT.HEAT.INSTL.
HAVING DN=1/2"
022 7344047 BUC. 6.000
@BALL GAUGE COCK+HOSEBEARING+LEVER MAN
DN 1/2" COD 40740485
023 ID06A2 [ 1] BUC. 2.000
COUPLING SPHERE FAUCET FOR CENT.HEAT.
INSTL.HAVING DN=3/4"
023 7344059 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
024 ID06A3 [ 1] BUC. 4.000
SPHERE FAUCET WITH COUPLING FOR CENT.
HEAT. INSTL.HAVING DN=1"
024 7344085 BUC. 4.000
@BALL VALVE FIXFI+LEVER MANEV DN 1" COD
40450425
025 ID06A3 [ 3] BUC. 1.000
Y TYPE FILTER FOR IMPURITIES OF D: 1’’
026 ID15A1 [ 1] BUC. 2.000
AUTOMATIC EXHAUSTER CENTR.HEATING INST.
DN 1/2"
027 IE01A1 MP. 48.000
TIGHT.TEST AT PRES.CENTR.HEAT.INSTL.
TOTAL HEAT.BODIES AREA:UP TO 100 M
028 IE02A1 MP. 48.000
DILAT.-CONTRACT.AND FUNCT.TEST CENTR.
HEAT.INSTL.TOTAL HEATING AREA:UP TO
100MP
029 IE07A1 MP. 48.000
DRINCKING WATER WASHING OF INSIDE
INSTALLATION OF CENTRAL HEATING WITH
SUP. BODY UNTIL 100M
030 CN13A1 M 110.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
030 6103220 KG 1.870
WHITE PAINT (FP) V.101-1 NTR 90-80
031 RPCU07B1 BUC. 11.000
MASONRY CHANELLING OF 1 BRICK WITH LIME
122
MORTAR AND CEMENT OPENINGS FOR TUBES OF
50-400SQ.CM
032 RPCU20A1 BUC. 11.000
SEALING WITH LIME CEMENT MORTAR OF
BRICKWORK VOIDS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: GAS INSTALLATION
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA02F1 M.C. 9.000
MAN.DIGGIN.IN LIMIT.SPACES UNDER 1M WITH
R.O.W.VERT.UNSUPPORT.IN SOIL AVER.COHEZ.
AND VERY COHEZ.DEPTH<1,5M HARD S.
002 TSD01C1 M.C. 7.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
003 TSD05A1 100 MC. 0.070
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
123
004 ACE08A1 M.C. 2.000
DITCH FILLING FOR WATER PIPE SUPPLY AND
SEWERAGE WITH: SAND
005 W2H07A1 [ 1] M 16.000
POLYETHYLENE WARNING STRIP
006 W2G01A01 M 18.000
UNDERGR.CABLE SETTING 1 KV GR.0,050-0,
150 KG/M CU-AL IN DITCH ON SAND LAYER
WITHOUT OBST.WITH MAN.PULLING ASSEM.
006 4801660 M 18.360
POWER CABLE CYY 0.6/ 1KV 1X 1.5 U
S.8778
007 GD02A1 [ 1] M 16.000
POLYETYLENE PIPE FOR GAS CONNECTIONS
WITH DN 32 MM
007 7500156 M 16.320
PE GAS PIPE 100 SDR11 DN=32x3mm
008 GD14A1 [ 2] BUC. 2.000
HDPE/STEEL REISER TYPE PASSAGE THROUGH
PIECE PE 100 DN 32X1"
009 IA41A1 BUC. 1.000
GAS METER MOUNTED ON METER PLATE
EXISTENT AT BRANCHES WITH D: 1''
010 IA45A1 BUC. 1.000
PLATE FOR GAS METER WITH BRANCH OF:
1''
011 IC33C1 M 7.000
PIPE OL.INST.WELD.LONG. NG+THREAD+
COUPLING WITHOUT GAS INSTALLATION
FITTINGS IN BURNING PLACES +COLUMN+
DISTRIBUSTION COL+DISTRIB.D=3/4 T
011 3305683 M 7.070
BLACK INST.PIPE THREAD+COUPLING M - 20(
3/4) OL 32 1 S 7656
012 IC34C1 BUC. 15.000
SOFT CAST IRON FITTINGS SCREWED COUPLING
STEEL PIPES PIECES HAVING 2 SCREWING D=3
/4 INCH
012 4117930 BUC. 10.000
FLEXIBLE CAST IRON ELBOW A1 S474 DN 20 3
/4
012 4123197 BUC. 4.000
124
FLEXIBLE CAST IRON NIPPLE PIPE N8 S478
DN 20 3/4 DS
012 4123563 BUC. 1.000
FLEXIBLE CAST IRON CORCK T9 S487 DN 20 3
/4
013 IC34D1 BUC. 2.000
SOFT CAST IRON FITTINGS FOR SCREWED
JOIN.STEEL PIPES PIECES BEING WITH 2
SCREWS FOR D=1 INCHES
013 4113934 BUC. 2.000
FLEXIBLE CAST IRON REDUCTION N4 S 477
25X 20 F1
014 IC35D1 BUC. 3.000
CLAMPS FIXING STEEL PIPES AT HEATING
INST.OR GASES ASSEMBLED IN BRICK OR
CONCRETE WALL D= 3/4 INCHES
015 IC40B1 BUC. 1.000
MANUF.ASSEMBLY+CEMENTATION OF PROTECTION
PIPE AT PIPES PASSING THROUGH WALLS D=1
1/4 INCHES
016 ID20B1 [ 2] BUC. 3.000
BALL GAUGE COCK FOR GAS INSTALLATION
WITH DN: 3/4"
016 7344059 BUC. 3.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
017 ID20B1 [ 3] BUC. 1.000
INSTALLING GAS DETECTOR WITH
ELECTRO-VALVE D: 3/4"
018 GD10A1 BUC. 2.000
AIR HOLE WITH NO CONTROL COVER 1-2
INCHES
019 IE06A1 M 7.000
FINAL VERIFICATION AT PRESSURE OF
ASSEMBLY GAS CONDITIONS TAPS D: UP TO
1''
020 IE06B1 M 16.000
FINAL CHECKING OF PRESSURE OF GAS
MOUNTED GAS PIPES, TAPS , D:
OVER 1''
021 CN13A1 M 7.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
021 6103311 KG 0.119
CREAM-YELLOW COLOUR PAINT V.451-3 NTR 90
125
-80
022 TRA01A… TONA 4.000
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH DUMP TRUCK DISTANCE= … KM
023 TRA01A…P TONA 4.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= … KM
023 TRI1AA03C2 TONA 4.000
MATERIAL LOADING,GROUP A-HEAVY IN DUST,
BY THROWING FROM PLATFORMS OR SOIL-CAR
CATEG.2
024 YB01M [ 1] MII LEI. 1.000
RECEPTION OF GAS INSTALLATION
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: SANITARY INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 SA12B1 [ 3] M 45.000
PEXAL PIPE MONT.IN CONNECTION PIPES
OF SANIT.SUNDRIES D= 16 MM
126
002 SA12C1 [ 3] M 13.000
PEXAL PIPE MONT.IN CONNECTION PIPES
OF SANIT.SUNDRIES D= 20 MM
003 SA12D1 [ 1] M 10.000
PEXAL PIPE ASSEM.IN PIPES OF CONN.AT
SANIT.OBJECTS DN 26 MM
004 SA04B1 M 10.000
STEEL PIPE LONGIT.WELDED GALVAN.INSTAL.
THREAD+COUPLING SET HOUSES+SOC.CULT.
CONNECTIONS D= 1/2I
004 3306338 M 10.100
GALVANIZED INST.PIPE THREAD C - 15( 1/2)
OL 32 1 S 7656
005 SA06A1 M 36.000
WELDED STEEL PIPE LONGIT.FOR INSTAL.
ZINKED WITH THREAD+COUPLING ASSEM.LOC.+
SOC. SOC. CULT.IN DISTRIB. D= 3/4T
005 3306340 M 36.360
PIPE INST.ZINC THREAD M - 20( 3/4) OL 32
1 S 7656
006 SA06B1 M 17.000
STEEL PIPE LONGIT.WELDED FOR ZINCKED
INSTAL.WITH THREAD+COUPLING ASSEM.LOC.+
SOC. CULT.IN DISTRIB. D=1 T
006 3306352 M 17.170
GALVANIZED INST.PIPE THREAD M - 25(1 ) OL
32 1 S 7656
007 SA43C1 [ 1] BUC. 56.000
FIXING PIPE BRACE DN 16 MM
008 SA43D1 [ 1] BUC. 16.000
FIXING PIPE BRACE DN 20 MM
009 SA43E1 [ 1] BUC. 12.000
FIXING PIPE BRACE DN 26 MM
010 SA43C1 BUC. 12.000
CLAMP STEEL PIPE FIXING+PVC WATER+GAS
SUPPLY,TOOTHING SET,PIPE HAVING D= 1/2
INCHES
011 SA43D1 BUC. 42.000
CLAMP STEEL PIPE FIXING+PVC WATER+GAS
SUPPLY,TOOTHING SET,PIPE HAVING D= 3/4
INCHES
127
012 SA43E1 BUC. 19.000
CLAMP FOR FIXING STEEL+PVC PIPE OF WATER
+GAS SUPPLY, ASSEM.BY TOOTHING,PIPE D=1
INCH
013 SA46A1 BUC. 14.000
MANUF.ASSEM.AND CEMENTATION OF
PROTECTION PIPE PASSING PIPE THROUGH
WALL,PIPE HAVING D=1 INCHES
014 SA46B1 BUC. 5.000
MANUFACT,SET AND ASSEMBLY OF PIPE
PROTECTION AT PASSING OF PIPES THROUGH
WALL,PIPE HAVING D=1 1/4 INCHES
015 SA46C1 BUC. 2.000
MANUFACT,SET AND ASSEMBLY OF PIPE
PROTECTION AT PASSING OF PIPES THROUGH
WALL,PIPE HAVING D=1 1/2 INCHES
016 SB16A1 [ 1] M 10.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 32 MM
017 SB16C1 [ 1] M 18.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 50 MM
018 SB16D1 [ 1] M 12.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 75 MM
019 SB16E1 [ 1] M 11.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D=110 MM
020 SB17A1 [ 1] BUC. 12.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 32MM
020 6712369 BUC. 5.000
@HTB POLYPROPYLENE ELBOW AT 87 DGR 30
MIN DN 32 COD 62504011
020 6712226 BUC. 7.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 32
CODE 62504011
021 SB17C1 [ 1] BUC. 11.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 50MM
021 6712381 BUC. 3.000
@HTD POLYPROPYLENE ELBOW AT 87 DGR 30
MIN DN 50 COD 62504035
128
021 6712243 BUC. 8.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 50
COD 62504029
022 SB17D1 [ 1] BUC. 2.000
PP POLYPROPYLENE SEWER.ELBOWS JOIN.
RUBBER SEAL D= 75 MM
022 6712252 BUC. 2.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 75
CODE 62504041
023 SB17E1 [ 1] BUC. 13.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D=110 MM
023 6712264 BUC. 13.000
@HTD POLYPROPYLENE ELBOW AT 45 DGR DN
110 COD 62504053
024 SB19A1 [ 5] BUC. 3.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=50/40 MM
024 6712812 BUC. 3.000
@HTEA POLYPROP.EQUAL BRANCH 45GR DN50/50
CODE 62508013
025 SB19A1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.SIMPLE UNIFORM
BRANCH RUBBER SEAL JOINING D= 50 MM
025 6712812 BUC. 2.000
@HTEA POLYPROP.EQUAL BRANCH 45GR DN50/50
CODE 62508013
026 SB19B1 [ 2] BUC. 1.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
FOR SEWAGE AND RUBBER SEALING
JOINING D= 75/40 MM
026 6712824 BUC. 1.000
@HTEA R.S.SMALL POLYPROP 45GR DN75/
40 COD 62510013
027 SB19C1 [ 2] BUC. 1.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=110/ 50 MM
027 6712848 BUC. 1.000
@HTEA POLIPROP SIMPLE REDUCED BRANCH 45
DGR DN110/50 COD 62510031
129
028 SB19C1 [ 1] BUC. 5.000
SEWAGE FIREPROOF POLYPROP.SIMPLE UNIFORM
BRANCH RUBBER SEAL JOINING D=110 MM
028 6712862 BUC. 5.000
@HTEA POLIPROP SIMPLE EQUAL BRANCH 45
DGR DN 110 COD 62508025
029 SB21A1 [ 1] BUC. 1.000
SEWAGE FIREPROOF POLYPROP.INTERVENTION
PART RUBBER SEAL JOINING D= 50 MM
030 SB21C1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.INTERVENTION
PART RUBBER SEAL JOINING D=110 MM
031 SB22A1 [ 1] BUC. 4.000
SEWAGE FIREPROOF POLYPROP.REDUCING PIECE
RUBBER SEAL JOINING DN 40- 32 MM
032 SB22B1 [ 1] BUC. 1.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL DN 50- 32 MM
033 SB22D1 [ 1] BUC. 1.000
SEWAGE FIREPROOF POLYPROP.REDUCING PIECE
RUBBER SEAL JOINING D= 75- 50 MM
034 SB22E1 [ 1] BUC. 1.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL D=110- 50 MM
035 SB22F1 [ 1] BUC. 2.000
SEWAGE FIREPROOF POLYPROP.REDUCING PIECE
RUBBER SEAL JOINING D=110- 75 MM
036 SB44C2 [ 1] BUC. 3.000
HDPE GULLY TRAP D= 50 MM WITH 1
CONNECTION AND VERTICAL EXIT
037 SB49A1 [ 1] BUC. 1.000
FIREPROOF POLYPROP.FANNING CAP FOR
VENTILATION COLUMNS D= 50 MM
038 SB49A2 [ 1] BUC. 2.000
VENTILATION CAP FOR FIREPROOF POLYPROP.
AIR COLUMNS D= 75 MM
039 SA43F1 [ 1] BUC. 16.000
130
BRACELET FOR FIXING PIPES DN 32 MM
040 SA43H1 [ 1] BUC. 3.000
TUBE CLIP DN 50 MM
041 SA43J1 [ 1] BUC. 2.000
TUBE CLIP DN 75 MM
042 SA43K1 [ 1] BUC. 2.000
TUBE CLIP DN 110 MM
043 SC07E1 [ 1] BUC. 7.000
SANIT.PORCELAIN LAVATORY L2 600 ON STAND
INCLD.FLOOR TRAP AND DELIVERY VALVE
044 SC07A1 [ 1] BUC. 1.000
SANITARY PORCELAIN BASIN FOR DISABLED
PERSONS MOUNTED ON FIXED BASIN STAND,
INCLD.CEILING SINK WATER TRAP AND
DELIVERY VALVE,AND TOWEL SUPPORT
045 SC13A1 BUC. 2.000
SANITARY PORCELAIN WATER CLOSET WITH
SIPHON TRAP S COV-A TYPE WHITE PORCELAIN
C.1
045 2444690 BUC. 2.020
WATER CLOSET BASIN COV2 WHITE PORCELAIN
C. 1 S 2066
046 SC13A1 [ 3] BUC. 1.000
WATER CLOSET BASIN OF SANITARY PORCELAIN
WITH INTERIOR S SIPHON,WITH FRONTAL
OPENING FOR HANDICAP PERSONS
047 SC16D1 [ 1] BUC. 2.000
RESERVOIR FOR WASHING WC BASIN FROM
POLYPROPYLENE SET MIDHEIGHT ON
BRICK WALL
048 SC16G1 BUC. 1.000
PORCELAIN DUOBLOCK CLEANING WC BASIN
RESERVOIR,ASSEMBL.ON BASIN
049 SC18A5 BUC. 2.000
WC BASIN FRAME,OF POLYPROPYLENE WITH LID
050 SC18A5 [ 1] BUC. 1.000
ERGONOMIC FRAME TO WATER CLOSET FOR
HANDICAPPED PERSONS
051 SC24A2 BUC. 7.000
TOWEL SUPPORT MADE OF AM NICKEL SET
ON WALLS U TYPE, 1 ARM, OPENING 600MM
131
052 SC25A1 BUC. 7.000
SANITARY PORCELAIN SHELF TYPE
052 2451849 BUC. 7.070
PORCELAIN SHELF TYPE E2.60 WHITE Q.1 NI
567
053 SC26A2 BUC. 7.000
SEMICRYST.SANIT.MIRROR POLISH.EDGES
SIZES 500X600MM
054 SC26A2 [ 1] BUC. 1.000
POLISHED SEMICRYST.SANITARY MIRROR
ADJUSTABLE INCLINE, SIZES 650X650 MM
055 SC27A1 [ 1] BUC. 8.000
LIQUID SOAP DISTRIBUTOR VISIBLY SET ON
WALL
056 SC30A1 BUC. 2.000
SANITARY PORCELAIN 1 Q. PAPER HOLDER,HA1
NI 545/63
057 SC30A1 [ 1] BUC. 1.000
SUPPORTING BRACKET WITH PAPER HOLDER SET
WITH ANCHORAGE SYSTEM TO THE WALL FOR
HANDICAPPED PERSONS
058 SD06A1 BUC. 7.000
LAVATORY COCK SYSTEM D=1/2"
058 4201377 BUC. 7.000
BRASS MIXT.WASH HAND BATTERY 1/2" PEARL
JET S8732
059 SD06A1 [ 2] BUC. 1.000
LAVATORY COCK SYSTEM WITH MEDICAL GRASP
FOR HANDICAPP. D=1/2"
060 SD12A1 BUC. 16.000
CORNER ADJUSTMENT FAUCET,OF NICHELLED
BRASS,HAVING D=3/8 OR D=1/2 INCHES
060 4201779 BUC. 16.000
NICKEL PLATED GRASS ANGLE CONTROL COCK 1
/2 " S 751/I
061 SA21A1 [ 1] BUC. 16.000
FLEXIBLE REINFORCED RUBBER CONNECTION 1/
2"X1/2"
062 SD13A1 [ 1] BUC. 3.000
132
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
062 7344032 BUC. 3.000
SPHERE TAP FI X FE "MINI" DN 1/2" CODE
40MI4272
063 SA21B1 [ 1] BUC. 3.000
FLEXIBLE REINFORCED RUBBER CONNECTION
1/2"X 3/8"
064 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
064 7344047 BUC. 1.000
@BALL GAUGE COCK+HOSEBEARING+LEVER MAN DN
1/2" COD 40740485
065 SD13A1 [ 1] BUC. 2.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
065 7344030 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 1/2" CODE 40430425
066 SD13B1 [ 1] BUC. 3.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
066 7344059 BUC. 3.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
067 SD13C1 [ 1] BUC. 1.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=1''
067 7344085 BUC. 1.000
@BALL VALVE FIXFI+LEVER MANEV DN 1" COD
40450425
068 SF01A1 M 131.000
TIGHTENESS TEST AT PRES. OF INST. INTER.
OF WATER,IN PIPES STEEL ZN. OR LEAD
PRES. INCLUDING REINFORCED
069 SF04A1 M 131.000
CLEANING AND SUBMIT FOR FUNCTION OF PVC
WATER PIPES.
070 CN13A1 M 63.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
070 6103220 KG 1.071
WHITE PAINT (FP) V.101-1 NTR 90-80
133
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: ELECTRIC INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 EA02A1 [ 2] M 450.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=16/13.4MM
002 EA02B1 [ 2] M 2.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=32/28.1 MM
003 SA18H2 M 4.000
UN-PLASTIF.PVC PIPES TYPE M.ASSEM.AT
CONSTR.IND+SOC IN DISTRIB.PIPES LOCATED
IN CANALES D=110
004 EA12A1 M 30.000
METALLIC,FLEXIBILE,PROTECTION,UNTIGHT
TUBE, WITH 2 ROWS OF COILS IN
QUADRILATERAL-SHAPE(SPD) 13,5-23 MM
004 7356501 M 30.750
METALIC TUBE FLEX.PROT.NONTIGHT TYPE SPD
134
-ROMAN D=13,5 MM
005 EB02A1 M 520.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
005 4826880 M 535.600
CONDUCTOR FY 1X 1,5 S 6865
006 EB02A1 M 730.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
006 4826892 M 751.900
CONDUCTOR FY 1X 2,5 S 6865
007 EB02B1 M 20.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION 6- 10 MMP
007 4826921 M 20.600
CONDUCTOR FY 1X 10 S 6865
008 EC01B1 M 12.000
ELECTRICAL CABLE LAMP,PLUG SECT.<4MMP
MONTAT BACH.PE DIBLURI MAT.PLASTIC
008 7500271 M 12.360
COPPER FLEXIBLE CABLE MYYM 3x1.5
009 EC12A1 BUC. 4.000
INTERIOR TERMINAL CONNEC.TO CLAMPS WITH
CU.PIPES <2X10MMP
010 ED09A1 [ 2] BUC. 2.000
TWIN PLUG WITH PROTECTION CONTACT
16A 220V
010 5536561 BUC. 2.020
TWIN PLUGS 16A 220V EX.EDIICT5 COD
7055A
011 ATB03A [ 1] BUC. 1.000
INSTALLING PROGRAMMABLE THERMOSTAT
012 ATD13A M 6.000
MEASUREMENT,CDA,SIGNALLING CABLE SET ON
WALL,GARRET,WITH:UP TO 10 WIRES
OF 1,5-2,5 SQMM
012 4812566 M 6.090
CSYY FLEXIBLE CABLE 3 X 1,5 S 8779
013 ATD16A BUC. 2.000
FORMATION OF CABLE END.,LONG UNDER 1 M,
INSULATION AND PVC COVER,UNDER 10 WIRES
NONARMATURE
135
014 ED01A1 BUC. 2.000
MANUAL SWITCH BURIED UNIPOLAR NORMAL OR
WATERPROOF CONSTRUCTION *
014 5500720 BUC. 2.020
CUMPANA SWITCH ST.250V 10A
015 ED03A1 BUC. 10.000
UNIPOLAR SWITCH BURIED,WOODEN NAILS,IN
SERIES,NORM.CONSTR.OF BACHELITA OR
WATERPROOF CONSTR.
015 5520366 BUC. 10.100
CUMPANA SHIFTER ST.250V 10A
016 ED08A1 BUC. 2.000
PLUG BURIED ASSEM.NORMAL CONSTR.
WATERPROOF OR NORMAL PROTECTION CONTACT
016 5536156 BUC. 2.020
TWIN PLUG PROT.PANEL 250/10A RECESSED
017 ED08B1 [ 1] BUC. 18.000
DOUBLE TWIN PLUG WITH PROTECTION
CONTACT RECESSED MOUNTED
017 5535994 BUC. 18.180
DOUBLE TWIN PLUG,PROT.CONTACT 250/10A
RECESSED
018 EE12B1 BUC. 3.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
018 5103642 BUC. 3.009
FLUOR.LUMINAIRE FIRA 03-1X36 W DOUBLE
REFL.PARAB.EQUIPPED,VISIBLE SET
019 EE12B1 BUC. 8.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
019 5103656 BUC. 8.024
FIRA FLUORESCENT LIGHT FIXTURES 03-2X36
W DOUBLE REFL.PARAB.
020 EE12B1 BUC. 14.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
020 5103671 BUC. 14.042
FIRA 03-4X18 W FLUOR.FIXTURE DOUBLE
REFL.PARAB.7 PLATES,ASSEMBLED
021 EE12B1 BUC. 2.000
136
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
021 5103823 BUC. 2.006
FLUORESCENT LIGHT FIXTURES AB 02-1X18 W
VISIBLY SET
022 EE12G1 BUC. 1.000
FIXTURE FOR TUBE FLUORESCENT LAMPS SEALED
SET ON PLASTIC MATERIAL DOWELS
022 5103836 BUC. 1.030
FIPAD 04-2X36 W FLUOR.FIXTURE PC DISPER.
STARTER,UNASSEMBLED
023 EE14B1 BUC. 2.000
TUBULAR FLUORESCENT LAMP SET INSIDE
CONSTR.OR ON EXTER.ELEM.AT NON TIGHT OR
TIGHT LUMINAIRES
023 5102336 BUC. 2.140
TUBULAR FLUORESCENT LAMP 220V-36W
024 EE11A1 [ 1] BUC. 2.000
TIGHT FIXTURE (PROJECTOR) SET ON SUPPORT
024 5103864 BUC. 2.006
LUXOR PROJECTOR 02-150W SODIUM VAP.
SYMETRIC/ASYMETRIC REFL.
025 EE14C1 [ 2] BUC. 2.000
LAMP MONT.INSIDE CONSTR.OR EXTERIOR
ELEM.WITH SODIUM VAP.FOR FIXTURES
NON SEALED OR SEALED
025 5102368 BUC. 2.100
@SODIUM VAPOR LAMP 220 V 150W
026 EF02A1 [ 1] BUC. 1.000
INSTALLING PANEL FITTED ACCORDING TO
ANNEX
026 YC01M MII LEI.
MATERIAL PRICE DIFFERENCE THOUSAND LEI
027 EF09B1 BUC. 10.000
COPPER PIPE JOINNING AT DEVICE
MARKLANDS,MOTORS,POWER PANNELS HAVING
SECTION 10 OR 16MMP
027 5203059 BUC. 10.000
BRASS PUNCHING SLIPPER FOR COPPER COND.
5X 3,1 MMP
137
028 EF10A1 BUC. 68.000
ELECTRIC CONNECTION (CONEC.) BETWEEN
SAFETY CLAMPS AND DEVICES,OR BETWEEN
DEVICES,WITH PIPE L<0,5 M
028 4826919 M 23.800
CONDUCTOR FY 1X 6 S 6865
029 EG07B1 M 4.000
DOWN.PIPES STEEL-ZINK BAND 25X4MM,
APPARENT ASSEMBLED ON WALLS
030 EG08B1 M 50.000
COND.EARTH CONNECTION LIGHTING ROD
UNDERGROUND EARTH CONN.GALVANIZED STEEL
STRIP 40X4MM IN HARD SOIL *
031 W1R06A1 M 9.000
ELECTRODE OF STEEL PIPE OF TWO AND
A HALF INCHES FOR EARTH GROUNDING
IN NORMAL GROUND
032 EG10A1 [ 1] BUC. 1.000
SEPARATION PIECE FOR EARTHING BELT
033 W1P08A BUC. 1.000
EARTH CONN.TESTING FOR BUILDING WIRING
034 RPCU12C1 BUC. 48.000
WALL CHANELLING IN REINFORCED CONCRETE
FLOORING OF 12-13CM THICKNESS AND
SECTION 151-300SQCM
035 RPCB13B1 BUC. 48.000
B150 FILLING OF HOLES AREA OF 020SQM IN
FLOORINGS OVER 10CM THICKNESS
036 EH05A1 [ 1] BUC. 1.000
TESTING ELECTRIC PANELS
037 EH07A1 KWH. 8.000
ELECTRIC POWER FOR TESTS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
138
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities Estimate - Tender: WATER AND SEWAGE SERVICES
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA02F1 M.C. 40.000
MAN.DIGGIN.IN LIMIT.SPACES UNDER 1M WITH
R.O.W.VERT.UNSUPPORT.IN SOIL AVER.COHEZ.
AND VERY COHEZ.DEPTH<1,5M HARD S.
002 TSA12C1 M.C. 16.000
MAN.DIGG.IN EXCAVATIONS 1-1,5M WIDE WITH
SUPP.MAN.EVAC.IN SOIL WITH NAT.MOIST AT
DEPTH 0,0-1,5M,HARD SOIL
003 TSC02B1 100 MC. 0.340
DIGGING WITH TYRE EXCAVAT.0,21-0,
39 MC NAT.MOIST.DISCHARGE GROUND
CAT.2
004 TSA18E2 M.C. 3.500
MAN.EXCAV. FOLLOWING MECHANICAL EXCAVATION
HOLES.FOUND. ELEM.NAT.MOIST.SOIL WITH
SUPPORT DEPTH< 4 M HARD SOIL
005 TSF01A1 MP. 60.000
SUPPORT.BY EDGES WITH BEECH SUPPRT.
PLACED HORIZ.EDG.BETWEEN <1,5M,DEEP.0,0-
2M,0,0 -0,2M BETWEEN EDGE
006 TSD01C1 M.C. 66.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
007 TSD05A1 100 MC. 0.330
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
139
008 ACA10A2 [ 2] M 20.000
UNDERGROUND SETTING AT WATER SUPPLY HDPE
PIPES JOINED WITH FITTINGS THROUGH
COMPRESSURE,WITH DN 32 MM
008 7500137 M 21.000
PE WATER PIPE 100 SDR 17 PN 10 Dn=32mm
009 ACA17A2 BUC. 3.000
POLYETHILEN CONNECTION PIECES JOINED BY
COMPRESSURE FOR HDPE WATER SUPPLY PIPES
009 7500610 BUC. 1.000
PE ELBOW PIPE 900 COMPRESSION D=32
009 7500155 BUC. 2.000
FE COMPRESSION CONNECTION 32x3/4
010 ACA12C1 [ 3] M 13.000
INSTALLING PVC PIPE IN GROUND 100
COMPACT SN 4 FOR EXTERIOR SEWAGE
RUBBER TIGTH ELASTOM.RING D=160 MM
011 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
011 7344045 BUC. 1.000
@SPHERE FAUCET EVAC+LID+PORTHOSE DN 1/2"
CODE 40814762
012 SD13B1 [ 1] BUC. 2.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
012 7344059 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
013 ACE12B1 BUC. 1.000
WATER METER SETTING WITH BLADES OF D 20
MM
014 M1A01B1 [ 1] BUC. 1.000
INSTALLING WASTE WATER ECOLOGICAL
TANK
015 ACD01G1 BUC. 3.000
LID AND FRAME STAS 2308-81 FOR SEWERS
WITH SUPPORT. PIECE NONCARRIAGEWAY TYPE
I
016 ACD09A1 BUC. 1.000
MON.CONCRETE MAHHOLES CIRC.SECT.TYPE
1785-2 DI 1,5 M. H 1,5 NO UNDERGROUND
WATER NONCARRIAGEWAY
140
017 ACD04A1 [ 1] BUC. 1.000
MANHOLE STAS 2448-73 WITH INSPECTION
CHAMBER HC=1M MADE OF CONCRETE TUBE WITH
TAP BOLT AND CHANNEL LIP DN 200
017 2101195 M.C. 0.038
MORTAR M100 T WITH LIME HYDRATING
017 2100933 M.C. 1.010
CEMENT CONCRETE B 100 (C6/7,5) STAS 3622
018 ACD07A1 M 1.000
ELEMENTS AT MANHOLES STAS WITH H>2 M
INCLUDES: CONCRETE TUBE ACCESS DN 800 L=
1 M WITH FANCET AND OPENING
018 2101183 M.C. 0.019
MANSONRY MORTAR M 100 S 1030
019 ACD03A1 M 2.500
STRINGER LADDED OL 50X10 AND STEPS OB
D=20MM ACCESS IN SEWERS OF CONCRETE PIPES
020 ACE05A1 [ 1] BUC. 5.000
PVC PIECE FOR PIPING TIGHT PASSAGE
THROUGH CONCRETE SEWERS WALLS
020 6311601 BUC. 2.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
32 MM WITH WATERPROOFING
020 6311607 BUC. 2.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
110 MM WITH WATERPROOFING
020 6311608 BUC. 1.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
160 MM WITH WATERPROOFING
021 ACE07A1 100 M. 0.200
WATER PIPES WASHING AND DESINFECTION
WITH DN 50
022 ACE08A1 M.C. 10.000
DITCH FILLING FOR WATER PIPE SUPPLY AND
SEWERAGE WITH: SAND
023 W2H07A1 [ 1] M 20.000
POLYETHYLENE WARNING STRIP
023 TRA01A… TONA 20.000
141
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH DUMP TRUCK DISTANCE= … KM
024 TRA01A…P TONA 58.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= … KM
025 TRI1AA03C2 TONA 58.000
MATERIAL LOADING,GROUP A-HEAVY IN DUST,
BY THROWING FROM PLATFORMS OR SOIL-CAR
CATEG.2
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: VARIABLE ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 22.500
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
142
002 AUT1304 ORA 165.000
SELF-LIFTING METALIC SCAFFOLD 2 CASTLES
6MARCH 75KG/M H-31M L=12M 3SHIFTS
003 CI02A1 [10] MP. 22.500
NATURAL LOCAL STONE PLATING
INCL. MESH
003 2202200 SQ.M. 22.940
BANPOTOC 1 QUALITY G=2CM S LIMESTONE SLAB
6035
004 CG06C1 MP. 6.000
MOSAIC FLOOR CAST ON SITE OF 1,5CM
THICKNESS SIMPLE WITHOUT CRIMP ON
SURFACE <5MP WITH MARBLE MOSAIC
005 CH01B1 M 10.000
PLATED SIMPLE CONCRETE TREADS WITH
PREFAB.TREADS AND RISERS WITH MARBLE
MOSAIC
005 2802892 M 10.30
MANUFACT.MARBLE STAIR CASE NAT.COLOUR
005 2802957 M 10.300
MARBLE MOSAIC RISER NATURAL COLOUR
006 CE14A1 M 3.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
007 CF06A1 MP. 22.500
EXTER.REGULAR PLASTER,FLOATED FOR
DRYWALLS OR INTERIORS IN GARRET,OF 2 CM
007 2101203 M.C. 0.495
PLASTER MORTAR M25T
008 CG07B1 M 8.000
MOSAIC PLINTHS OR GORGES CAST ON SITE
SITE-HORISONTAL PLINTHS H=10CM AT MARBLE
MOSAIC WALLS
009 CH04A1 M 19.000
CURRENT WOODEN HANDRAIL
009 2948144 M 19.950
OAK WOOD HANDRAIL PRECAST SECT. 40X80 MM
010 CL20B1 KG 396.000
APPARENT METALLIC MANUFACT. ASSEMBLYING:
GRATES BANISTERS,TRAP DOOR,CHECKS, GRILL
010 6306274 KG 396.000
SIMPL.DECORATIVE LATTICE WORK FOR
STAIRCASES,PROFILED STEEL BALCONY
011 CN11B1 MP. 18.000
143
DYE WORKS AT BANISTERS,GRID,METALLIC
PARAPET WITH ALCHIDICAL ENAMEL
011 6108347 KG 1.260
REDISH BROWN ENAMEL UIC E.735-8 NTR 1703
-80
011 6100943 KG 1.440
ALCHID RED OXID PLASTER ROUGH G 735-3
012 CN09G1 MP. 57.000
PAINTINGS ON WOOD CARPENTERY ,DONE WITH
2 LAYERS ALCHIDIC LAQUER COLORLESS,AT
DOORS,WINDOWS ,SHUTTER.RUL.
013 CO02B1 MP. 26.000
CONCRETE PLATES WALK SIDE FOR SAND
PAVEMENTS,JOINTS FILLED WITH MASTIC
013 2800488 MP. 30.600
CONCRETE MANUFACT. FLAGSTONE 70X70X8CM
014 IZF10F1 [ 3] MP. 26.520
50MM EXTRUDED POLYSTYRENE LAYER TO
EXTERIOR WALLS GLUED BY BITUMINOUS CEMENT
015 RPCO56A1 [ 3] M 57.000
OAK WOOD BANISTERS AT PLATFORMS WITH
SIZES OF 30 X 125MM AT 3 ROWS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
144
Bill of quantities
Estimate - Tender: CONSTANT ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 155.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 435.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
5TF H=31M L=29M 3 SHIFTS
003 MDTC5517010 BUC. 2.000
EQUIPMENT TRANSPORT 10 KM 90100043
SELFLIFTING METALLIC SCAFFOLDIING WITH 2
CASTLES
004 CD05A1 M.C. 49.000
BRICK MASONRY TYPE GVP AT BUILDINGS H
<35M, SHAPE 240X115X 88MM,Q.A
004 2101169 M.C. 10.290
MASONRY MORTAR M 25 S 1030
005 CD04H1 M.C. 6.500
MASONRY FROM PRESSED BRICK 240X115X63M M
AT BUILDING.H<35M, 12,5CM THICKNESS, Q.
A,WITH VOIDS <50 %
005 2101169 M.C. 1.170
MASONRY MORTAR M 25 S 1030
006 CE15B2 [ 1] M 13.000
ALUMINIM WINDOW BOARDS
007 CF01K1 MP. 375.000
FLOATED INT.PLASTERS,AT COLUMNS,WALLS
WITH SPRINKLER AND PLASTER ROUGH CAST
MECHANICALLY PERFORMED,OF 2CM
007 2101202 M.C. 6.750
PLASTER MORTAR M10T
008 CF06K1 MP. 155.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
145
008 2101204 M.C. 3.565
MORTAR M50T
009 CF06C1 [ 6] MP. 155.000
OUTER DECORATIVE PLASTER OR
SIMILAR
010 CF10C1 MP. 496.000
PLASTER POLISHING APPLIED ON FLOATED
INTERIOR PLASTERS
011 CG01E1 [ 5] MP. 121.000
CEMENT SLAB FINISH FOR FLOORS
012 CG03B1 [ 5] MP. 52.000
PLASTIC MATERIAL FLOORING WITH
PVC CARPET FOR INTERNSE TRAFFIC WITH PVC SILL
012 6715983 MP. 53.300
TARKETT TYPE PVC CARPET
013 CG11A1 [ 2] MP. 31.000
CERAMIC TILE SLAB FLOORING ANCHORED BY
ADHESIVE PASTE
013 2422628 MP. 31.930
BROWN SMOOTH GLAZED SANDSTONE PLATES S
250X 60X12 C1 VRAC
014 RPCK42A1 M 57.000
CERAMICS TILE PLINTHS OF MAX.
15CM HIGH,HORZONTAL FOR WALLS*
014 2434891 M 58.139
UN SMOOTH SANDSTONE JOINNINGS ELEM.
GREEN S 150X100X 8 C1 S5939
015 CG28B1 MP. 121.000
5MM DIFFERENCE SUPP.LAYER FOR CEMENT
MORTAR FLOOR
015 2101200 M.C. 0.605
PLASTER MORTAR M 100 (LIME PASTE ) S
1030
016 CI06E1 MP. 80.000
WHITE TILE PLATING ADHESIVE PASTE FIXED
146
016 2401777 MP. 83.999
DECOR WHITE TILE MONOC M.DR 150X150X5,5
Q. 1 S233
017 CK11G1 [ 3] MP. 18.000
PVC DOUBLED-GLASSED WINDOWS
018 CK14A1 [ 2] MP. 31.000
WHITE COLOR PVC DOORS WITH THERMO
INSULATING GLASS 4+ 16+4MM
019 CK25C1 BUC. 10.000
CARPENTRY ACCESSORY WORKS APPLIED LOCK
TO A YALE SYSTEM
019 6310380 BUC. 10.000
SAFETY LOCK IN YALLE
SYSTEM WITH DOOR BOLT
020 CK09A1 [ 1] M 13.000
20CM WIDE PVC WINDOW BOARDS SET TO THE
INTERIOR
021 CM02E1 MP. 8.000
DRAWN WINDOWS SIMPLE MEASURE FREE ON
WOOD CARPENTERY 4-8MM THICK.WITH PUTTY
AND WANG AT VITRI
021 2500327 MP. 8.720
CLEAR DRAWN GLASS Q.3 4MM. PACKED FREE
SIZES S 853
022 CL20B1 [ 3] KG 1.000
VISIBLE METALLIC PLATEWORKS: STAINLESS
HANDRAIL TO SANITARY GROUPS FOR
HANDICAP PERSONS
023 CN06B1 [ 3] MP. 496.000
3 LAYER WHITE COLOR WASHABLE PAINTING FOR
INTERIOR FOR WALLS
024 IZF10C1 [10] MP. 155.000
THERMINSULATING LAYER FOR WALLS OF
EXPANDED POLYSTYRENE FOR FACADE OF 10CM
THICK.INCLUDING MORTAR ADHESIVE AND
SECURING NAILS
024 2602797 MP. 156.550
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
025 CK14A1 [ 7] MP. 0.640
METALLIC HATCH GARRET ACCESS 30MIN FIRE
RESISTANT
147
025 6306458 BUC. 1.000
TRAP DOOR RF30 MINUTES
026 CM06G1 [ 1] MP. 9.000
POLYCARBONATE SUN-BLIND INCLUDING
METALLIC STRUCTURE
027 TRA06A05 TONA 49.500
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: CONSTANT ARCHITECTURE GARRET
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 37.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1302 ORA 195.000
METAL AUTO-LIFTING SCAFFOLD 3 CAST. 3.
148
5TF H=31M L=29M 3 SHIFTS
003 CD05E1 M.C. 8.000
BRICK MASONRY GVP TYPE FOR
CONSTR.H<35M, FORMAT 365X180X138MM,A Q.
003 2101169 M.C. 1.040
MASONRY MORTAR M 25 S 1030
004 CE01A1 MP. 210.000
BURNT CLAY SHAPED TILE COVER
004 2302983 BUC. 3360.000
DRAIN TILE WITH 1 BEAK Q1 390X230X11
S515
005 CE13A1 [ 5] M 55.000
STEEL GUTTERS PROTECTED BY PLASTIFOL
OF 0.5MM, SEMI-ROUND OF D=
15CM
006 CE14A1 [ 3] M 15.000
STEEL RAIN PIPES PROTECTED BY PLASTIFOL
OF 0.5MM ROUND WITH D=15.4CM
007 CE19D1 [ 1] M 52.000
TOOTHING EAVES FROM ONE SIDE
PLANE BOARD AND RABBETED
OF 70CM WIDE
007 2903830 M.C. 0.080
LONG RESIN BOARD SELVEDGED CLASS C THICK
=24MM L=3,00M S 942
008 CF06C1 [ 6] MP. 37.000
OUTER DECORATIVE PLASTER OR
SIMILAR
009 CF06K1 MP. 37.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
009 2101203 M.C. 0.851
PLASTER MORTAR M25T
010 CN15B1 [ 4] MP. 400.000
PAINTING THE TIMBER BY FIREPROOF
SOLUTIONS
011 CN15D1 MP. 100.000
PAINTING OF WOOD WORK WITH SPECIAL
SOLUTIONS,WITH ANTISEPTIC PAINTS,
WATERPROOF ON IMPREGNATE WOOD
012 CO23A1 MP. 135.000
149
BEECH BOARD WOOD FLOOR BOARDING OF 20MM
THICKNESS
013 IZF10F1 [18] MP. 135.000
INSULATING MINERAL WOOL LAYER G80 TYPE
150MM THICK. COATED,AND ^=0.040 W/MK AND
0 KG/CUBIC METER TO THE FLOORING
014 IZF10C1 [ 5] MP. 37.000
THERMO-INSULATING LAYER FOR FLOOR WITH
EXPANDED POLYSTYRENE
014 2602797 MP. 37.370
PEX C EXPANDED POLYSTYRENE SLAB OF
2000X500X 100MM S7461
015 IZF03B2 MP. 135.000
BARRIER AGAINST VAPOURS ON VERTICAL
SURFACE WITH 1STR IMPISLIT BIT TYPE /A
SAU TSA2000 LIP WITH BITUM TYPE
015 2600048 KG 202.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
015 2602060 MP. 148.500
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
016 IZF02A1 MP. 135.000
ROOF VAPOUR DIFFUSION LAYER,TERRACCE
WITH GLASS FIBRE KNITTING HORISONTAL
SURFACE BITUMEN
016 2600048 KG 67.500
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
017 IZF01A1 MP. 135.000
SURFACE MILDING APPLY.VAPOURS DIFUSION
LAYER WITH CUT BITUMEN IN 2 LAYERS
HORIS.AND VERT.SURFACE
017 2600048 KG 20.250
MAT.+ WORK D.P.C. BITUMEN TYPE H 80/90
S7064
018 IZF04J2 MP. 135.000
BOUNDARY LAYER RELATED TO THE INSULATION
WORK EXEC WITH FIBER GLASS FELTING
AND NON GLUED BREAKDOWN
018 2602060 MP. 145.799
BIT.2F.NIS. TSA FIBER GLASS
2000 100CM S 10126
150
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: RESISTANCE SUPER-STRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CA02J1 M.C. 24.700
MOULDING REINFOR.CONCRETE TO CONSTR.WITH
H<35M,IN FLOORS(BEAMS,COLUMNS,PLATES)
WITH SLAB THICKN.>10CM
001 2100957 M.C. 24.898
CEMENT CONCRETE B 200(C12/15) STAS 3622
002 CB13A1 MP. 158.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTRUCTIONS WITH H<20M TO SLABS AND
BEAMS,WITH PLYWOOD OF 8MM
003 CB13B1 MP. 158.000
SHUTTERINGS MADE OF REUSED PANELS FOR
CONSTR.WITH H<20M,AT COLUMNS AND FRAMES,
WITH PLYWOOD OF 8MM
004 CB44A1 BUC. 72.000
SUST.WITH STUDS EXTENS PER3100R FOR
ASSEMBLING FLOORS,PRESLAB TURN FLOORS
MONOL WITH GR OR GR MONOL PL PREFAB.
005 CB45B1 BUC. 40.000
151
SUSTAIN. FROM METALIC BEAMS EXTENSIBLE
TO CONSTR.WITH H<20M BEAMS SUPPORT.ON
METALIC STUDS
006 RPCH38A1 [ 2] BUC. 41.000
ROUND WOODEN PROP SUPPORT D= 12 CM
AT LINTELS OVER DOOR AND WINDOW OPENINGS
007 CC01C1 KG 1555.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
008 CZ0302A1 KG 335.000
MANUFAC. REINFORC. FOR WALLS BEAMS
COLUMNS DIAPHRAGMS TO REGULAR CONST IN
CENTRALIZED WORKSHOPS OB 37 D=6-
009 CZ0302E1 KG 795.000
MADE REINFORCED FOR WALLS BEAMS PILLARS
MIDRIFF AT BUILDG. REGULAR IN WORKSHOP
CENTRALIZED PC 52 D=10-
010 CZ0302M1 KG 120.000
MANUFCT. REINFORC. FOR PLATES INCLUD.
STAIRS TO REGULAR CONST. IN CENTRALIZED
WORKSHOPS OB 37 D=6-8MM
011 CZ0302O1 KG 840.000
MANUFCT.REINFORC.FOR PLATES INCLUD.
STAIRS TO REGULAR CONST.IN CENTRALIZED
WORKSHOPS PC 52 D= 6-8MM
012 CP12A1 BUC. 10.000
ASSEMBL.PREFAB.TO HOUSING WITH STRUCT.
MONOL.MIXED AND BRICKWORK.SUST.WITH.VOL.
0,2 MC.AND H<20 M
013 6433209 M.C. 0.400
CONCRETE PRECAST C16/20(B250) II A-
S32.5 0-16MM
014 6433376 KG 27.000
CONCRETE PREFABR.REINFOR. OB 37 D=6-10MM
STANDARD
015 6433754 KG 14.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
016 6433754 KG 90.000
REINFOR.IN CONCRETE PREFABR. PC52 O6-10
MM STANDARD
017 AUT1301 ORA 7680.000
EXPANDING METAL GIRDER L=3-5M TYPE GE1 3
SHIFTS
018 AUT1325 ORA 13824.000
EXPANDING METAL PROP PE3100 INCLUDING
PIPE 051X3,5MM
152
019 TRA06A TONA 62.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. = KM
020 TRA02A TONA 1.600
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= KM.
021 AUT1140 ORA 30.000
TELESCOPIC JIB CRANE ON TYRES TELEMAC HT
125.5 TF 1 SHIFT
022 MDTC46230 BUC. 6.000
EQUIP.TRANSPORT KM-65121002-TYRE
CRANE OF 0,10-0,149 MN(10-14,9TF
023 MDTC5575 BUC. 80.000
EQUIPMENT TRANSPORTATION KM-90100106
EXTENSIBLE METALLIC BEAM WITHL=4-8M TYPE
CE-2
024 MDTC5552 BUC. 144.000
EQUIPMENT TRANSPORTATION KM-90100079
METALLIC POP TYPE PE-3100
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: PAVEMENTS AND PARKING
Work category:
=================================================================
153
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA01G1 M.C. 40.000
MAN. DIGGINGS IN SPREAD SPACES IN SOIL
WITH NAT.MOISTURE THROWED IN VEHICLE ATH
OF 0,61-2M HARD SOIL
002 TSC35B31 100 MC. 0.400
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
003 TSD01A1 M.C. 40.000
SHOVEL SPREADING OF MELLOW EARTH
UNIFORM LAYER 10-30CM.THICK BY
CLODS CRUSHING,SOFT GROUND
004 TSD05A1 100 MC. 0.400
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
005 TSE06B1 100 MP. 4.000
SOIL PLATF.PREPARING ISOLATING LAYER AND
SAND REPARTION OR GRAVEL IN COHESIVE
SOIL
006 DA06A1 M.C. 60.000
NAT.AGREGG.LAYER(GRAVEL)ROLLED OVER WITH
FILTRING RESISTANCE FUNCTION ISOL.AERING
ANTICAP.MANUAL LAYING
007 TRA01A05 TONA 168.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 5 KM DIST.
008 DD02A1 MP. 400.000
PAVMENT MADE OF NORM PAVING 1ST Q. ON
SAND SUB BASE
009 TRA01A10 TONA 140.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 10 KM.DIST.
010 DE11A1 M 230.000
SMALL CRIMPS MANUF.CONCRETE 10X15 CM FOR
FRAMING SPACES WALK ROAD ,GREEN ALLEY
FOUND. CONCRETE10 X 20 C
010 2100933 M.C. 4.600
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
011 TRA06A05 TONA 14.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
154
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
LOT NO. 5 Industrial Building
QUANTITY LIST WITH TECHNOLOGICAL EQUIPMENT, INCLUDING UTILITIES OF THE
ESTIMATE-OFFER FOR PROCUREMENT
Item Name M.U. Quantity Unitary Price
-lei/M.U.-
Amount (VAT
exclusive) -Thousand lei-
Supplier
(name, address,telephone,
155
(col.3 x 4) facsimile)
0 1 2 3 4 5 6
1 Mural Tank on gas fuel, thermo
power of 30kw
pcs 2
2 Gas Regulating filter Dn ¾˝ pcs 2
3 Gas Detector and electro-valve pcs 1
4 Programmable thermostat pcs 2
5 Water meter Qn=2.5 cubic meters/h pcs 1
6 Ecological tank for waste water,
capacity 20 m3 pcs 1
Thousand lei: TOTAL
USD*):
*) Exchange rate =…………………. Lei/USD, of …………………….
TECHNICAL SHEET No. 1
EQUIPMENT: TANK FOR HOT WATER
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and
the specifications imposed by the
Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Type: mural with forced flow and sealed burning chamber
• Thermic agent: hot water 80 – 600C
• Nominal output Pn 3 bars
• Minimum output 90%
• Net thermic power: 30 KW
• Burnt gas Connection 110/60 mm
• Volume of expansion vessel: 8 liters
• Hot water flow Dt=250. C 13 l/min
• Primary connection 3/4˝
- gas 3/4˝ - water feed pipe - outlet 1/2˝
• gas consumption 3.4 Ncubic meters/h
• Fuel nominal output: 20 mbar
2. Performance specs and conditions related to safety in exploitation:
• The tank shall be fitted out with flame extinguishing protection system, electric current
supply cut off, and pressure building up in
156
installation
• To be granted the I.S.C.I.R. endorsement.
• The Technical Book shall be presented in Romanian wording.
3. Conditions related to compliance with relevant standards:
4. Guarantee and post-guarantee conditions:
• 3 years guarantee;
• 3 days for solving out issues occurred during the guarantee period;
• 10 days for providing spare parts in the post-
guarantee period
5. Other condition of technical character: the electro-pump shall provide the pressure head of water of 2
mH2O to tank’s nominal load.
TECHNICAL SHEET No. 2
EQUIPMENT: GAS REGULATING FILTER
Item Technical specifications imposed by the
Technical Specifications Comparison between the technical proposal and the
specifications imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• maximum entrance pressure: 200 mbar
• outlet pressure: 20 mbar
• connection diameter: 3/4˝
2. Performance specs and conditions related to safety in exploitation:
- To be granted a Technical Agreement or an homologation document;
- The Technical Book shall be presented in
Romanian wording.
3. Conditions related to compliance with relevant standards:
4. Guarantee and post-guarantee conditions: - 3 days for solving out issues occurred during
the guarantee period;
- 10 days for providing spare parts in the post-guarantee period.
5. Other condition of technical character:
TECHNICAL SHEET No. 3
EQUIPMENT: GAS DETECTOR AND ELECTRO-VALVE
157
Item Technical specifications imposed by the
Technical Specifications
Comparison between the
technical proposal and the specifications imposed by
the Technical
Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Lower sensitivity limit: 2%CH4 in air
• Electro-valve nominal diameter: 1″
• Normal closed electro-valve, with one step
• Pressure: max 200 bar
• Male electro-valve connection
• Power supply: 230 V/50 Hz;
• Location: in the central heating, and the
electro-valve to the exterior
2. Performance specs and conditions related to safety in exploitation:
• Closing period: < 1 sec.
• Opening period: < 1 sec.
3. Conditions related to compliance with relevant standards: supplier must be certified according to Standards family ISO 9001
4. Guarantee and post-guarantee conditions:
• 3 years guarantee.
5. Other condition of technical character:
TECHNICAL SHEET No. 4
EQUIPMENT: PROGRAMMABLE ELECTRONIC THERMOSTAT
Item Technical specifications imposed by the
Technical Specifications Comparison between the technical proposal and the specifications imposed by
the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters:
• Type: single pole, change over contacts, with “on-off” switch Power supply: 230V /
50 Hz.
• Maximum current to thermostat contacts: 6 A
• Control temperature area: 10 – 300C
• Use temperature area: 10 – 50 0C
• Protection degree IP 30
• Dt=0.5 K
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement and
an homologation document;
• The Technical Book shall be presented in Romanian wording.
3. Conditions related to compliance with relevant
158
standards:
4. Guarantee and post-guarantee conditions:
• 3 days for solving out issues occurred during the guarantee period;
• 10 days for providing spare parts in the post-guarantee period.
5. Other condition of technical character:
TECHNICAL SHEET No. 5
EQUIPMENT: WATER METER Qn=2.5 cubic meters/h
Item Technical specifications imposed by the Technical Specifications
Comparison between the technical proposal and
the specifications
imposed by the Technical Specifications
Supplier
0 1 2 3
1. Technical and Functional Parameters: -Type: multi-jet, and dry dial
-Nominal output: 2.5 cubic meters/h -Nominal diameter: 20 mm - Connection sizing: 3/4˝
-Connection type: coupling -Design pressure Pn 6 bars
2. Performance specs and conditions related to safety in
exploitation: - To be granted a Technical Agreement or an
homologation document;
- The Technical Book shall be presented in Romanian wording.
3. Conditions related to compliance with relevant standards:
-Accuracy category: B
4. Guarantee and post-guarantee conditions:
-3 years guarantee - 3 days for solving out issues occurred during the guarantee period
5. Other condition of technical character:
TECHNICAL SHEET No. 6
EQUIPMENT: ECOLOGICAL TANK FOR WASTE WATER
Item Technical specifications imposed by the Technical Comparison between the Supplier
159
Specifications technical proposal and the
specifications imposed by the Technical Specifications
0 1 2 3
1. Technical and Functional Parameters:
-Material: polyester -Net volume: 20 cubic meters -Diameter: 2.5 linear meters
-Length: 4.15 linear meters -Installing: buried
2. Performance specs and conditions related to safety in exploitation:
• To be granted a Technical Agreement or an homologation document;
3. Conditions related to compliance with relevant
standards: - SR EN 12566-1
4. Guarantee and post-guarantee conditions:
- 3 years guarantee.
5. Other condition of technical character: Minimum life cycle: 30 years
- Equipment List TE-
- enclosed panel 48 modules 1 PCS - automatic switch 4P 63A, with differential prot. device Id=100mA, Icn=9kA, curve C 1 PCS
- circuit breaker phase-null 6A, Icn=4,5kA, curve C 4 PCS - circuit breaker phase-null 16A, Icn=4,5kA, curve C 10 PCS - circuit breaker 4P 10A, Icn=4,5kA, curba C 3 PCS
- circuit breaker 4P 25A, Icn=6kA, curba C 1 PCS - copper clamps 25mmp 5 PCS
- copper clamps 6mmp 5 PCS - copper clamps 2,5mmp 55 PCS - copper conductor 1…4mmp 8 m
- tags 18 PCS - warning plate 1 PCS
Bill of quantities
Estimate - Tender: HEAT INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
160
001 IA07A1 [ 3] BUC. 2.000
INSTALLING MURAL BOILER FOR PREPARING HEAT
CARRIER AND HOT WATER, WITH A HEAT OUTPUT
OF: 25.1-70 KW
002 ATB03A [ 1] BUC. 2.000
INSTALLING PROGRAMMABLE THERMOSTAT
003 IB02A01 [ 3] BUC. 28.000
INSTALLING FINISHED STEEL SHEET
RADIATORS H 600 MM
003 5700864 BUC. 4.000
STEEL RADIATOR TYPE22 600/500 MM
003 5700865 BUC. 1.000
STEEL RADIATOR TYPE22 600/600 MM
003 5700866 BUC. 2.000
STEEL RADIATOR TYPE22 600/700 MM
003 5700867 BUC. 2.000
STEEL RADIATOR TYPE22 600/800 MM
003 5700868 BUC. 2.000
STEEL RADIATOR TYPE22 600/1000 MM
003 5700869 BUC. 11.000
STEEL RADIATOR TYPE22 600/1200 MM
003 5700870 BUC. 6.000
STEEL RADIATOR TYPE22 600/1400 MM
004 IC08B1 M 94.000
OL PIPE INST.WELD.LONG.NG+THREAD+
COUPLING HEAT.C.HOUSING+SOC.INS.CONNEC.
HEAT.BODY+AERING D=1/2 I
004 3305671 M 94.000
BLACK INST.PIPE THREAD+COUPLING M - 15(
1/2) OL 32 1 S 7656
005 IC08C1 M 9.000
OL PIPE INST.WELD.LONG.NG+THREAD+
COUPLING HEAT.C.HOUSING+SOC.INS.CONNEC.
HEAT. BODY+ AERING D=3/4 T
005 3305683 M 9.000
BLACK INST.PIPE THREAD+COUPLING M - 20(
3/4) OL 32 1 S 7656
161
006 IC10B1 M 65.000
OL PIPE INST.WELD.LONG.NG+THREAD+
COUPLING HEAT.C.HOUSING+SOC.INS.IN
DISTRIBUTION D= 3/4 INCHES
006 3305683 M 65.975
BLACK INST.PIPE THREAD+COUPLING M - 20(
3/4) OL 32 1 S 7656
007 IC10C1 M 85.000
OL PIPE INST.WELD.LONG.NG+THREAD+
COUPLING HEAT.C.HOUSING+SOC.INS.IN
DISTRIBUTION D= 1 INCHES
007 3305695 M 86.275
BLACK INST. PIPE FL+MF M - 25(1 ) OL 321
S 7656
008 IC10D1 M 36.000
OL PIPE INST.WELD.LONG.NG+THREAD+
COUPLING HEAT.C.HOUSING+SOC.INS.IN
DISTRIBUTION D= 1 1/4 INCHES
008 3305700 M 36.540
BLACK INST.PIPE THREAD+COUPLING M - 32(1
1/4) OL 32 1 S 7656
009 IC10E1 M 19.000
OL PIPE INST.WELD.LONG.NG+THREAD+
COUPLING HEAT.C.HOUSING+SOC.INS.IN
DISTRIBUTION D= 1 1/2 INCHES
009 3305712 M 19.285
BLACK THREADED+COUPLINGS PIPE M - 40(1 1
/2) OL 32 1 S 7656
010 IC35C1 BUC. 88.000
CLAMPS FIXING STEEL PIPES AT HEATING
INST.OR GASES ASSEMBLED IN BRICK OR
CONCRETE WALL D= 1/2 INCHES
011 IC35D1 BUC. 24.000
CLAMPS FIXING STEEL PIPES AT HEATING
INST.OR GASES ASSEMBLED IN BRICK OR
CONCRETE WALL D= 3/4 INCHES
012 IC35E1 BUC. 26.000
FIXING STEEL PIPES AT WARMING
INSTALLATION OR GASE ASSEM.IN BRICK WALL
OR CONCRETE D=1 INCHES
013 IC35F1 BUC. 10.000
CLAMPS FIXING STEEL PIPES AT HEATING
INST.OR GASES ASSEMBLED IN BRICK OR
CONCRETE WALL D=1 1/4 INCHES
162
014 IC35G1 BUC. 6.000
FIXING CLAMPS FOR STEEL PIPES HEATING
INST.OR GAS SET IN BRICKWORK OR CONCRETE
D=1 1/2 INCHES
015 IC37A1 [ 1] KG 20.000
PIPE SUPPORTS,DIFFERENT TUBES, COLECTOR-
DISTRIB DEVICES, RECIPIENTS DIV.UP TO
2KG.INCL./PIECE
016 IC40A1 BUC. 16.000
MANUF.ASSEMBLY+CEMENTATION OF PROTECTION
PIPE AT PIPES PASSING THROUGH WALLS D=1
INCHES
017 IC40B1 BUC. 18.000
MANUF.ASSEMBLY+CEMENTATION OF PROTECTION
PIPE AT PIPES PASSING THROUGH WALLS D=1
1/4 INCHES
018 IC40D1 BUC. 4.000
PROTECTION PIPE MANUFACTURE ASSEMBLY+
CEMENTED AT PASSING OF PIPES TROUGH
WALLS D=2 INCHES
019 IC40F1 BUC. 2.000
PROTECTION PIPE MANUFACTURE ASSEMBLY+
CEMENTED AT PASSING OF PIPES TROUGH
WALLS D=3 INCHES
020 ID01A2 BUC. 56.000
CORNER VENTIL DOUBLED FAUCET ADJUSTM.FOR
CENTRAL HEAT.INSTALLATION WITH D: 1/2''
020 4507207 BUC. 28.000
@CORNER FAUCET ROUND DN 1/2" CODE
4O020407
020 4507209 BUC. 28.000
CORNER FAUCETV ADJUSTMENT BECK DN 1/2"
CODE 4O120408
021 ID06A1 [ 1] BUC. 6.000
COUPLING SPHERE FAUCET CENT.HEAT.INSTL.
HAVING DN=1/2"
021 7344049 BUC. 6.000
@BALL GAUGE COCK+HOSEBEARING+LEVER MANEV
DN 1/2" COD 40761487
022 ID06A1 [ 1] BUC. 4.000
COUPLING SPHERE FAUCET CENT.HEAT.INSTL.
HAVING DN=1/2"
022 7344030 BUC. 4.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
163
DN 1/2" CODE 40430425
023 ID06A2 [ 1] BUC. 4.000
COUPLING SPHERE FAUCET FOR CENT.HEAT.
INSTL.HAVING DN=3/4"
023 7344059 BUC. 4.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
024 ID06B2 [ 1] BUC. 2.000
COUPLING SPHERE FAUCET FOR CENT.HEAT.
INSTL.HAVING DN=1 1/2"
024 7344119 BUC. 2.000
@SPHERE FAUCET MALE+LEVER MANEV DN 1"1/4
COD 46460425
025 ID15A1 [ 1] BUC. 2.000
AUTOMATIC EXHAUSTER CENTR.HEATING INST.
DN 1/2"
026 ID06B2 [ 3] BUC. 1.000
Y TYPE INCLINED FILTER FOR IMPURITIES
WITH D: 1 1/2''
027 IC54B1 BUC. 4.000
SOFT CAST IRON BLACK THREAD INTER-
EXTERIOR U2 UNION D =3/4 INCHES
028 IC54C1 [ 1] BUC. 2.000
U2 BLACK UNION PLASTIC CAST IRON MALE
FEMALE D =1 1/2 INCHES
029 IE01C1 MP. 226.000
TIGHTNESS PRESSURE TEST CENTRAL HEATING,
TOTAL HEAT AREA OF BUILDING IS:201 SQM.
TO 500
030 IE02C1 MP. 226.000
DILAT.-CONTRACT.AND FUNCT.TEST CENTR.
HEAT.INSTL.TOTAL HEATING AREA IS:201 MP.
LA 500
031 IE07C1 MP. 226.000
TAP WATER CLEANING OF THE INTERIOR
INSTALLATION OF CENTRAL HEATING WITH
SUPP. DEVICE 201-500 MP.
032 CN13A1 M 168.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
164
032 6103220 KG 2.856
WHITE PAINT (FP) V.101-1 NTR 90-80
033 CN13C1 MP. 16.000
PAINTINGS AT INSTALLATION DONE WITH OIL
PAINTS ON PIPES WITH EXTERNAL D >34MM
INCL.
033 6103220 KG 2.400
WHITE PAINT (FP) V.101-1 NTR 90-80
034 IZJ07B1 MP. 2.000
ROUGH CASTING OF PIPES AND DEVICES,WITH
PLASTER ROUGH CAST LEAD IN TWO LAYERS
035 IZH22A1 [ 2] MP. 4.000
PIPE INSULATION WITH MINERAL WOOL SHELLS
AND ALUMINIUM FOLIATING OF 40 MM.
THICKNESS
035 2609490 M 9.270
@MINERAL COTTON SHELLS VILLAS DN48 G=40
CASER SHEET AL
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: GAS INSTALLATION
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
165
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA02F1 M.C. 25.000
MAN.DIGGIN.IN LIMIT.SPACES UNDER 1M WITH
R.O.W.VERT.UNSUPPORT.IN SOIL AVER.COHEZ.
AND VERY COHEZ.DEPTH<1,5M HARD S.
002 TSC02B1 100 MC. 0.850
DIGGING WITH TYRE EXCAVAT.0,21-0,
39 MC NAT.MOIST.DISCHARGE GROUND
CAT.2
003 TSD01C1 M.C. 83.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
004 TSD05A1 100 MC. 0.830
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
005 ACE08A1 M.C. 27.000
DITCH FILLING FOR WATER PIPE SUPPLY AND
SEWERAGE WITH: SAND
006 W2H07A1 [ 1] M 170.000
POLYETHYLENE WARNING STRIP
007 W2G01A01 M 174.000
UNDERGR.CABLE SETTING 1 KV GR.0,050-0,
150 KG/M CU-AL IN DITCH ON SAND LAYER
WITHOUT OBST.WITH MAN.PULLING ASSEM.
007 4801660 M 177.478
POWER CABLE CYY 0,6/ 1KV 1X 1,5 U
S.8778
008 GD02E1 [ 1] M 170.000
POLYETYLENE PIPE FOR GAS BRANCHES
WITH DN 65 MM
008 7500115 M 171.700
PE GAS PIPE 100 SDR11 DN=63x5.8mm
009 GD14B1 [ 1] BUC. 2.000
HDPE/STEEL REISER TYPE PASSAGE THROUGH
PIECE PE 100 DN 63X2"
010 IA41B1 BUC. 1.000
GAS METER SET ON EXISTING METER PLATE 1
1/4''CONNECTIONS
166
011 IA45A2 BUC. 1.000
GAS METER PLATE WITH 1 1/4''CONNECTION
012 IC30A1 M 1.500
OL.INST.PIPE LONG.WELDED BLACK SMOOTH
GAS INST.HOUSING+SOC.CULT.BUILDINGS WELDING
IN DISTRIBUTION D= 3/4 INCHES
012 3304835 M 1.523
NON THREADED BLACK PIPE M - 20( 3/4) OL
32 1 S 7656
013 IC30B1 M 8.000
OL.INST.PIPE LONG.WELDED BLACK SMOOTH
GAS INST.HOUSING+SOC.CULT.BUILDINGS WELDING
IN DISTRIBUTION D= 1 INCH
013 3304847 M 8.120
NON THREADED BLACK PIPE M - 25(1) OL 32
1 S 7656
014 IC34C1 BUC. 3.000
SOFT CAST IRON FITTINGS SCREWED COUPLING
STEEL PIPES PIECES HAVING 2 SCREWING D=3
/4 INCH
014 4117930 BUC. 1.000
FLEXIBLE CAST IRON ELBOW A1 S474 DN 20 3
/4
014 4123197 BUC. 2.000
FLEXIBLE CAST IRON NIPPLE PIPE N8 S478 DN
20 3/4 DS
015 IC34D1 BUC. 12.000
SOFT CAST IRON FITTINGS FOR SCREWED
JOIN.STEEL PIPES PIECES BEING WITH 2
SCREWS FOR D=1 INCHES
015 4117966 BUC. 8.000
FLEXIBLE CAST IRON ELBOW PIPE A1 S474 DN
25 1
015 4123240 BUC. 2.000
FLEXIBLE CAST IRON NIPPLE PIPE N8 S478 DN
25 1 DS
015 4113934 BUC. 2.000
FLEXIBLE CAST IRON REDUCTION N4 S 477
25X 20 F1
016 IC34G1 BUC. 2.000
IRON CAST FITTINGS PLIANT FOR COUPLING
SCREWED STEEL PIPES THE PIECES BEING
WITH 2 SCREW ON FOR D=2 INCHES
016 4114160 BUC. 2.000
167
FLEXIBLE CAST IRON REDUCTION N4 S 477
50X 25 F2
017 IC34N1 BUC. 1.000
SOFT CAST IRON FITTINGS SCREWED
GALVANIZED PIPES HIDRANTS COLUMNS, 3
SCREWS D=1 INCHES
017 4115463 BUC. 1.000
IRON CAST TEE B1 S476 DN= 25 1
018 IC35D1 BUC. 1.000
CLAMPS FIXING STEEL PIPES AT HEATING
INST.OR GASES ASSEMBLED IN BRICK OR
CONCRETE WALL D= 3/4 INCHES
019 IC35E1 BUC. 4.000
FIXING STEEL PIPES AT WARMING
INSTALLATION OR GASE ASSEM.IN BRICK WALL
OR CONCRETE D=1 INCHES
020 IC40C1 BUC. 1.000
MAKING ASSEMBL+CONCRETING PROTECTION
PIPES AT PASSING OF PIPES TROUGH WALLS D
=1 1/2 INCHES
021 ID20B1 [ 2] BUC. 2.000
BALL GAUGE COCK FOR GAS INSTALLATION
WITH DN: 3/4"
021 7344059 BUC. 2.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
022 ID20C1 [ 1] BUC. 2.000
BALL GAUGE COCK FOR GAS INSTALLATION
AVAND DN 1 ''
022 7344085 BUC. 2.000
@BALL VALVE FIXFI+LEVER MANEV DN 1" COD
40450425
023 ID20C1 [ 2] BUC. 1.000
INSTALLING GAS DETECTOR WITH
ELECTRO-VALVE D: 1"
024 GD10A1 BUC. 2.000
AIR HOLE WITH NO CONTROL COVER 1-2
INCHES
025 IE06A1 M 9.500
FINAL VERIFICATION AT PRESSURE OF
ASSEMBLY GAS CONDITIONS TAPS D: UP TO
1''
168
026 IE06B1 M 170.000
FINAL CHECKING OF PRESSURE OF GAS
MOUNTED GAS PIPES, TAPS , D:
OVER1''
027 IE06B1 M 16.000
FINAL CHECKING OF PRESSURE OF GAS
MOUNTED GAS PIPES, TAPS , D:
OVER1''
028 CN13A1 M 9.500
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
028 6103311 KG 0.162
CREAM-YELLOW COLOUR PAINT V.451-3 NTR 90
-80
029 TRA01A… TONA 54.000
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH DUMP TRUCK DISTANCE= … KM
030 TRA01A…P TONA 49.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= … KM
031 TRI1AA03C2 TONA 49.000
MATERIAL LOADING,GROUP A-HEAVY IN DUST,
BY THROWING FROM PLATFORMS OR SOIL-CAR
CATEG.2
032 YB01M [ 1] MII LEI. 1.000
RECEPTION OF GAS INSTALLATION
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
169
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: SANITARY INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 SA12B1 [ 3] M 44.000
PEXAL PIPE MONT.IN CONNECTION PIPES
OF SANIT.SUNDRIES D= 16 MM
002 SA12C1 [ 3] M 13.000
PEXAL PIPE MONT.IN CONNECTION PIPES
OF SANIT.SUNDRIES D= 20 MM
003 SA12D1 [ 1] M 5.000
PEXAL PIPE ASSEM.IN PIPES OF CONN.AT
SANIT.OBJECTS DN 26 MM
004 SA06B1 M 45.000
STEEL PIPE LONGIT.WELDED FOR ZINCKED
INSTAL.WITH THREAD+COUPLING ASSEM.LOC.+
SOC. CULT.IN DISTRIB. D=1 T
004 3306352 M 45.450
GALVANIZED INST.PIPE THREAD M - 25(1 ) OL
32 1 S 7656
005 SA43C1 [ 1] BUC. 55.000
FIXING PIPE BRACE DN 16 MM
006 SA43D1 [ 1] BUC. 15.000
FIXING PIPE BRACE DN 20 MM
007 SA43E1 [ 1] BUC. 7.000
FIXING PIPE BRACE DN 26 MM
008 SA43E1 BUC. 30.000
CLAMP FOR FIXING STEEL+PVC PIPE OF WATER
+GAS SUPPLY, ASSEM.BY TOOTHING,PIPE D=1
INCH
009 SB16A1 [ 1] M 7.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 32 MM
170
010 SB16C1 [ 1] M 12.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 50 MM
011 SB16D1 [ 1] M 12.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D= 75 MM
012 SB16E1 [ 1] M 16.000
SEWAGE FIREPROOF POLYPROP.PIPE RUBBER
SEAL JOINING D=110 MM
013 SB17A1 [ 1] BUC. 12.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 32MM
013 6712369 BUC. 6.000
@HTB POLYPROPYLENE ELBOW AT 87 DGR 30
MIN DN 32 COD 62504011
013 6712226 BUC. 6.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 32
CODE 62504011
014 SB17C1 [ 1] BUC. 13.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D= 50MM
014 6712381 BUC. 2.000
@HTD POLYPROPYLENE ELBOW AT 87 DGR 30
MIN DN 50 COD 62504035
014 6712243 BUC. 11.000
@HTB POLYPROPYLENE ELBOW AT 45 DGR DN 50
COD 62504029
015 SB17E1 [ 1] BUC. 20.000
SEWAGE FIREPROOF POLYPROP.ELBOW RUBBER
SEAL JOINING D=110 MM
015 6712264 BUC. 20.000
@HTD POLYPROPYLENE ELBOW AT 45 DGR DN
110 COD 62504053
016 SB19A1 [ 1] BUC. 1.000
SEWAGE FIREPROOF POLYPROP.SIMPLE UNIFORM
BRANCH RUBBER SEAL JOINING D= 50 MM
016 6712812 BUC. 1.000
@HTEA POLYPROP.EQUAL BRANCH 45GR DN50/50
CODE 62508013
171
017 SB19C1 [ 2] BUC. 2.000
FIREPROOF POLYPROP. SIMPLE LOW BRANCH
RUBBER SEAL JOINING D=110/ 50 MM
017 6712848 BUC. 2.000
@HTEA POLIPROP SIMPLE REDUCED BRANCH 45
DGR DN110/50 COD 62510031
018 SB19C1 [ 1] BUC. 8.000
SEWAGE FIREPROOF POLYPROP.SIMPLE UNIFORM
BRANCH RUBBER SEAL JOINING D=110 MM
018 6712862 BUC. 8.000
@HTEA POLIPROP SIMPLE EQUAL BRANCH 45
DGR DN 110 COD 62508025
019 SB21C1 [ 1] BUC. 3.000
SEWAGE FIREPROOF POLYPROP.INTERVENTION
PART RUBBER SEAL JOINING D=110 MM
020 SB22E1 [ 1] BUC. 2.000
FIREPROOF POLYPROP.REDUCING COUPLING FOR
SEWERAGE RUBBER SEAL D=110- 50 MM
021 SB22F1 [ 1] BUC. 3.000
SEWAGE FIREPROOF POLYPROP.REDUCING PIECE
RUBBER SEAL JOINING D=110- 75 MM
022 SB24D1 [ 1] BUC. 3.000
AERATION CAP MEMBRANE SET ON PP PIPES DN
75 MM
023 SB44D2 [ 1] BUC. 2.000
HDPE GULLY TRAP D= 50 MM WITH 2
CONNECTIONS AND VERTICAL EXIT
024 SA43H1 [ 1] BUC. 5.000
TUBE CLIP DN 50 MM
025 SA43J1 [ 1] BUC. 9.000
TUBE CLIP DN 75 MM
026 SA43K1 [ 1] BUC. 3.000
TUBE CLIP DN 110 MM
027 SC07A1 [ 2] BUC. 4.000
SANITARY PORCELAIN LAVATORY, SET ON
CONSOLES ANCHORED BY WOODEN DOWELS ON
172
BRICKWALL,INCL.SINK WATER TRAP AND VALVE
027 2442288 BUC. 4.040
PORCELAIN BASIN WITHOUT REST L 2-600MM
WHITE C.1 S 1540
027 4203557 BUC. 8.000
ENAMELLED DOUBLE ARM CONSOLE 420MM QAL.1
S 3343
028 SC07E1 [ 1] BUC. 2.000
SANIT.PORCELAIN LAVATORY L2 600 ON STAND
INCLD.FLOOR TRAP AND DELIVERY VALVE
029 SC13A1 BUC. 6.000
SANITARY PORCELAIN WATER CLOSET WITH
SIPHON TRAP S COV-A TYPE WHITE PORCELAIN
C.1
029 2444690 BUC. 6.060
WATER CLOSET BASIN COV2 WHITE PORCELAIN
C. 1 S 2066
030 SC16D1 [ 1] BUC. 6.000
RESERVOIR FOR WASHING WC BASIN FROM
POLYPROPYLENE SET MIDHEIGHT ON
BRICK WALL
031 SC18A5 BUC. 6.000
WC BASIN FRAME,OF POLYPROPYLENE WITH LID
032 SC22A1 [ 1] BUC. 1.000
SANITARY PORCELAIN URINAL WITH DELAY
ACTION VALVE, MOUNTED ON BRICK WALL
032 4201747 BUC. 1.000
URINAL WITH DELAY ACTION VALVE VISIBLY SET
033 SC24A2 BUC. 2.000
TOWEL SUPPORT MADE OF AM NICKEL SET
ON WALLS U TYPE, 1 ARM, OPENING 600MM
034 SC25A1 BUC. 6.000
SANITARY PORCELAIN SHELF TYPE
034 2451849 BUC. 6.060
PORCELAIN SHELF TYPE E2.60 WHITE Q.1 NI
567
035 SC26A2 BUC. 6.000
SEMICRYST.SANIT.MIRROR POLISH.EDGES
SIZES 500X600MM
173
036 SC27A1 [ 1] BUC. 6.000
LIQUID SOAP DISTRIBUTOR VISIBLY SET ON
WALL
037 SC30A1 BUC. 6.000
SANITARY PORCELAIN 1 Q. PAPER HOLDER,HA1
NI 545/63
038 SD05A1 [ 1] BUC. 4.000
DELAY ACTION VALVE COLD WATER FOR BASIN,
WITH DN 1/2"
039 SD06A1 BUC. 2.000
LAVATORY COCK SYSTEM D=1/2"
039 4201377 BUC. 2.000
BRASS MIXT.WASH HAND BATTERY 1/2" PEARL
JET S8732
040 SD12A1 BUC. 8.000
CORNER ADJUSTMENT FAUCET,OF NICHELLED
BRASS,HAVING D=3/8 OR D=1/2 INCHES
040 4201779 BUC. 8.000
NICKEL PLATED GRASS ANGLE CONTROL COCK 1
/2 " S 751/I
041 SA21A1 [ 1] BUC. 8.000
FLEXIBLE REINFORCED RUBBER CONNECTION 1/
2"X1/2"
042 SD13A1 [ 1] BUC. 6.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
042 7344032 BUC. 6.000
SPHERE TAP FI X FE "MINI" DN 1/2" CODE
40MI4272
043 SA21B1 [ 1] BUC. 6.000
FLEXIBLE REINFORCED RUBBER CONNECTION
1/2"X 3/8"
044 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
044 7344047 BUC. 1.000
@BALL GAUGE COCK+HOSEBEARING+LEVER MAN
DN 1/2" COD 40740485
174
045 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
045 7344030 BUC. 1.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 1/2" CODE 40430425
046 SD13B1 [ 1] BUC. 3.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=3/4''
046 7344059 BUC. 3.000
@SHERE FAUCET FEMALEXFEMALE+LEVER MANEV
DN 3/4" CODE 40440425
047 SD13C1 [ 1] BUC. 2.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=1''
047 7344085 BUC. 2.000
@BALL VALVE FIXFI+LEVER MANEV DN 1" COD
40450425
048 SF01A1 M 107.000
TIGHTENESS TEST AT PRES. OF INST. INTER.
OF WATER,IN PIPES STEEL ZN. OR LEAD
PRES. INCLUDING REINFORCED
049 SF04A1 M 107.000
CLEANING AND SUBMIT FOR FUNCTION OF PVC
WATER PIPES.
050 CN13A1 M 45.000
INSTALLATIONS REGULAR PAINTINGS WITH OIL
PAINT ON PIPES EXT.D<34MM INCLUDED
050 6103220 KG 0.765
WHITE PAINT (FP) V.101-1 NTR 90-80
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
175
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: WATER AND SEWAGE SERVICES
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA02F1 M.C. 236.000
MAN.DIGGIN.IN LIMIT.SPACES UNDER 1M WITH
R.O.W.VERT.UNSUPPORT.IN SOIL AVER.COHEZ.
AND VERY COHEZ.DEPTH<1,5M HARD S.
002 TSA12C1 M.C. 24.000
MAN.DIGG.IN EXCAVATIONS 1-1,5M WIDE WITH
SUPP.MAN.EVAC.IN SOIL WITH NAT.MOIST AT
DEPTH 0,0-1,5M,HARD SOIL
003 TSC02B1 100 MC. 0.820
DIGGING WITH TYRE EXCAVAT.0,21-0,
39 MC NAT.MOIST.DISCHARGE GROUND
CAT.2
004 TSA18E2 M.C. 6.000
MAN.EXCAV. FOLLOWING MECHANICAL EXCAVATION
HOLES.FOUND. ELEM.NAT.MOIST.SOIL WITH
SUPPORT DEPTH< 4 M HARD SOIL
005 TSF01A1 MP. 105.000
SUPPORT.BY EDGES WITH BEECH SUPPRT.
PLACED HORIZ.EDG.BETWEEN <1,5M,DEEP.0,0-
2M,0,0 -0,2M BETWEEN EDGE
006 TSD01C1 M.C. 242.000
LOOSE SOIL SHOVEL SPREADING,UNIFORM
LAYER 10-30CM.THICK WITH BREAKBLE CLODS
HARD SOIL
007 TSD05A1 100 MC. 2.420
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
008 ACA10A3 [ 2] M 173.000
176
UNDERGROUND SETTING AT WATER SUPPLY HDPE
PIPES JOINED WITH FITTINGS THROUGH
COMPRESSURE,WITH DN 40 MM
008 7500552 M 176.460
PE WATER PIPE 100 SDR 17 PN 10 Dn=40mm
009 ACA17A2 BUC. 3.000
POLYETHILEN CONNECTION PIECES JOINED BY
COMPRESSURE FOR HDPE WATER SUPPLY PIPES
009 7500478 BUC. 1.000
PE ELBOW PIPE 900 COMPRESSION D=40
009 7500474 BUC. 2.000
COMPRESSION HDPE CONNECTION FE 40x1"
010 ACA12C1 [ 3] M 51.000
INSTALLING PVC PIPE IN GROUND 100
COMPACT SN 4 FOR EXTERIOR SEWAGE
RUBBER TIGTH ELASTOM.RING D=160 MM
011 SD13A1 [ 1] BUC. 1.000
BALL VALVE WITH COUPLINGS,FOR STEEL
PIPES OF D= 1/2 "
011 7344045 BUC. 1.000
@SPHERE FAUCET EVAC+LID+PORTHOSE DN 1/2"
CODE 40814762
012 SD13C1 [ 1] BUC. 2.000
SPHERE FAUCET WITH COUPLING,FOR STEEL
PIPES D=1''
012 7344085 BUC. 2.000
@BALL VALVE FIXFI+LEVER MANEV DN 1" COD
40450425
013 ACE12B1 [ 1] BUC. 1.000
INSTALLING WATER GAUGE WITH DN
25 MM
014 M1A01B1 [ 1] BUC. 1.000
INSTALLING WASTE WATER ECOLOGICAL
TANK
015 ACD01J1 BUC. 4.000
STAS 2308-81 FRAME AND CAP FOR SEWERS
WITH CARRIAGEWAY SUPPORT PIECE III A
TYPE
177
016 ACD09G1 BUC. 1.000
CONCRETE MANHOLES SET SECT. CIRC. PR.TIP
1785-2 DI 1,5 M. H 1,5 WITHOUT
UNDERGROUND WATER CARRIAGEWAY
017 ACD04A1 BUC. 2.000
MANHOLE STAS 2448-73 WORK SPACE HC=2M
CONCRETE TUBE WITH PLUG AND OPENING WITH
DN 200
017 2101195 M.C. 0.076
MORTAR M100 T WITH LIME HYDRATING
017 2100933 M.C. 2.020
CEMENT CONCRETE B 100 (C6/7,5) STAS 3622
017 2804216 BUC. 1.010
SIMPLE CONCRETE CIRCULAR TUBE WITHOUT
FOOTING COUPLING DRY JOINING 1000X1000
S816
018 ACD07A1 M 1.000
ELEMENTS AT MANHOLES STAS WITH H>2 M
INCLUDES: CONCRETE TUBE ACCESS DN 800 L=
1 M WITH FANCET AND OPENING
018 2101183 M.C. 0.019
MANSONRY MORTAR M 100 S 1030
019 ACD03A1 M 3.000
STRINGER LADDED OL 50X10 AND STEPS
OB D=20MM ACCESS IN SEWERS OF CONCRETE
PIPES
020 ACE05A1 [ 1] BUC. 8.000
PVC PIECE FOR PIPING TIGHT PASSAGE
THROUGH CONCRETE SEWERS WALLS
020 6311602 BUC. 2.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
40 MM WITH WATERPROOFING
020 6311607 BUC. 3.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
110 MM WITH WATERPROOFING
020 6311608 BUC. 3.000
@PASSAGE THROUGH PIECE INCLUDED IN PVC
160 MM WITH WATERPROOFING
021 ACE07A1 100 M. 17.300
WATER PIPES WASHING AND DESINFECTION
WITH DN 50
178
022 ACE08A1 M.C. 56.000
DITCH FILLING FOR WATER PIPE SUPPLY AND
SEWERAGE WITH: SAND
023 W2H07A1 [ 1] M 173.000
POLYETHYLENE WARNING STRIP
023 TRA01A… TONA 112.000
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH DUMP TRUCK DISTANCE= … KM
024 TRA01A…P TONA 180.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= … KM
025 TRI1AA03C2 TONA 180.000
MATERIAL LOADING,GROUP A-HEAVY IN DUST,
BY THROWING FROM PLATFORMS OR SOIL-CAR
CATEG.2
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
179
Bill of quantities
Estimate - Tender: ELECTRIC INSTALLATIONS
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 EA02A1 [ 2] M 80.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=16/13,4MM
002 EA02B2 [ 2] M 3.000
PROTECTION INSULATION TUBE,IPEY SEALED
RECESSED WITH D=40/35,4MM
003 ATD29C1 [ 2] M 120.000
PVC GUTTER FOR CABLE PROTECTION
003 7111001 M 123.600
PVC GUTTER FOR CABLE PROTECTION 16X25 MM
004 ATD29A KG 180.000
NON-GALVANISED, PREFAB ELEMENTS:
SUPPORTS, METALLIC CONSTR,RACKS
004 6902493 KG 180.000
METALLIC OL37 MANUFACTURED MECHANICAL
GALVANIZED CONSTRUCTIONS
005 EA16C1 BUC. 32.000
DEVIATION DOSE FOR CABLES OR INSTALLATIO
N PIPES -NBU PG 16
005 7318987 BUC. 32.000
DEVIATION DOSE FOR CABLES OR INSTALLATIO
N PIPES TYPE:NBU PG16
006 EB02A1 M 240.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
006 4826880 M 247.200
CONDUCTOR FY 1X 1,5 S 6865
007 EB02A1 M 120.000
INSULATION COPPER PIPE INSIDE PROTECTION
TUBES,PIPE HAVING SECTION < 4 MMP
007 4826892 M 123.600
180
CONDUCTOR FY 1X 2,5 S 6865
008 EC01B1 M 280.000
ELECTRICAL CABLE LAMP,PLUG SECT.<4MMP
MONTAT BACH.PE DIBLURI MAT.PLASTIC
008 4801830 M 288.400
POWER CABLE CYY 0,6/ 1KV 2X 1,5U S.8778
009 EC01B1 M 120.000
ELECTRICAL CABLE LAMP,PLUG SECT.<4MMP
MONTAT BACH.PE DIBLURI MAT.PLASTIC
009 4801892 M 123.600
POWER CABLE CYY 0,6/ 1KV 3X 1,5U S.8778
010 EC01B1 M 360.000
ELECTRICAL CABLE LAMP,PLUG SECT.<4MMP
MONTAT BACH.PE DIBLURI MAT.PLASTIC
010 4801907 M 370.800
POWER CABLE CYY 0,6/ 1KV 3X 2,5U S.8778
011 EC03A1 M 50.000
POWER CABLE SET WITH SCAFS ON CONSOLES
FIXED WITH METALLIC NAILS COND.<10 SQMM.
011 4802055 M 51.500
POWER CABLE CYY 0,6/ 1 KV 5X 2,5U S.8778
012 EC03A1 M 15.000
POWER CABLE SET WITH SCAFS ON CONSOLES
FIXED WITH METALLIC NAILS COND.< 10
SQMM.
012 4802079 M 15.450
POWER CABLE CYY 0,6/ 1KV 5X 6 U S.
8778
013 EC03C1 M 5.000
POWER CABLE MONTAT CU SCOABE PE
CONSOLE FIX.CU DIBLURI METAL COND.25 SAU
35 MMP.
013 4802108 M 5.100
CYY POWER CABLE 0,6/ 1KV 5X 25 U S.8778
014 EC12A1 BUC. 236.000
INTERIOR TERMINAL CONNEC.TO CLAMPS WITH
CU.PIPES <2X10MMP
181
015 EC12C1 BUC. 6.000
INSIDE FINAL HEAD CONNECT.AT LANDMARKWIT
H PIPE.WITH <4X10MMP
016 EC12D1 [ 2] BUC. 2.000
TERMINAL INTERIOR HEAD AT THROUGH JOINTS
OF COPPER PIPES 5X25SQMM
017 ED01A1 BUC. 4.000
MANUAL SWITCH BURIED UNIPOLAR NORMAL OR
WATERPROOF CONSTRUCTION *
017 5500720 BUC. 4.040
CUMPANA SWITCH ST.250V 10A
018 ED03A1 BUC. 8.000
UNIPOLAR SWITCH BURIED,WOODEN NAILS,IN
SERIES,NORM.CONSTR.OF BACHELITA OR
WATERPROOF CONSTR.
018 5520366 BUC. 8.080
CUMPANA SHIFTER ST.250V 10A
019 ED03F1 BUC. 6.000
UNIPOLAR PLUG APPARENT ,WOOD DOWEL,IN
SERIES,CONSTR.NORM.FROM BACHELITA OR
TIGHT CONSTR.
019 5500689 BUC. 6.060
VISIBLY SET MANUAL SWITCH 250V 10A
020 ED08B1 [ 1] BUC. 12.000
DOUBLE TWIN PLUG WITH PROTECTION
CONTACT RECESSED MOUNTED
020 5535994 BUC. 12.120
DOUBLE BIPOL.PLUG,PROT.CONTACT 250/10A
RECESSED
021 ED08E1 BUC. 38.000
VISIBLE SET PLUG ON WOODEN NAILS NORMAL
CONSTRUCTION OR CAPSULATED CONSTRUCTION
021 5535996 BUC. 38.380
DOUBLE MOUNTED BIPOLAR SOCKET,PROT.
CONTACT 250/10A
022 EB15A1 BUC. 24.000
NUMBERS FOR ELECTRIC BRANCHES OR MAINS
182
022 6719689 BUC. 24.000
PVC TUBULAR LABELS
023 EE12B1 BUC. 2.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
023 5103605 BUC. 2.006
FIA FLUORESCENT LIGHT FIXTURES 11-1X36W
VISIBLY SET
024 EE12B1 BUC. 10.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
024 5103763 BUC. 10.030
FIAG FLUORESCENT FIXTURE 11-2X36 W
FITTED,VISIBLY MOUNTED
025 EE12B1 BUC. 3.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
025 5103707 BUC. 3.009
FIRI FLUORESCENT FIXTURE 03-2X18 W
REFL.DOUBLE PARAB.FITTED,RECESSED
026 EE12B1 BUC. 6.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
026 5103723 BUC. 6.018
FIRI FLUORESCENT FIXTURE 03-4X18 W
REFL.DOUBLE PARAB.7 PLATES, RECESSED
027 EE12B1 BUC. 4.000
UNTIGHT HOLLOW FLUORESCENT FIXTURES SET
ON PLASTICS DOWELS
027 5103823 BUC. 4.012
FLUORESCENT LIGHT FIXTURES AB 02-1X18 W
VISIBLY SET
028 EE12G1 BUC. 6.000
FIXTURE FOR TUBE FLUORESCENT LAMPS SEALED
SET ON PLASTIC MATERIAL DOWELS
028 5103835 BUC. 6.180
FIPAD FLUORESCENT FIXTURE 04-2X18 W
DISPER. PC,STARTER,NOT FITTED
183
029 EE14B1 BUC. 12.000
TUBULAR FLUORESCENT LAMP SET INSIDE
CONSTR.OR ON EXTER.ELEM.AT NON TIGHT OR
TIGHT LUMINAIRES
029 5102335 BUC. 12.840
220V-18W TUBULAR FLUORESCENT LAMP
030 EE10C1 BUC. 8.000
SPECIAL FIXTURE, DIFS. MOUNTED ON
MET.NAILS FOR MERCURY VAPOUR LAMPS
030 5104746 BUC. 8.024
VAPOUR FIXTURE HG.IHV 1X250W
WATERPROOF FOR INTER.LIGHTING
031 EE14C1 BUC. 8.000
MERCURRY VAPOURS LAMP ASSEM.INSIDE
CONSTRUCTION OR AT EXTERNAL ELEMENTS FOR
TIGHT OR NON TIGHT LUMINAIRES
031 5102384 BUC. 8.400
FL.MERCURY VAPOUR LAMP OF HIGH PRESSURE
LVF E40/45 220V 250W S7832
032 EF04A1 [ 1] BUC. 1.000
CAPSULATED PANEL EQUIPED ACCORDING TO
ANNEX
032 YC01M MII LEI.
MATERIAL PRICE DIFFERENCE THOUSAND LEI
033 EF09A1 BUC. 55.000
COUPLING COPPER PIPE AT DEVICES BORNS ,
MOTORS,ELECTR.COUNTER COND.HAVING SECT.
<10MMP,EXCLUSIV
034 EF09C1 BUC. 10.000
COPPER PIPE BRANCHING AT TERMINALS,
MOTORS,ELECTR.PANEL PIPE HAVING SECT.25
OR 35MMP
034 5203097 BUC. 10.000
BRASS CUT SHOE COPPER PIPE 6X 5,4 MMP
035 EF10A1 BUC. 140.000
ELECTRIC CONNECTION (CONEC.) BETWEEN
SAFETY CLAMPS AND DEVICES,OR BETWEEN
DEVICES,WITH PIPE L<0,5 M
035 4826919 M 49.000
CONDUCTOR FY 1X 6 S 6865
184
036 EB09A1 [ 1] BUC. 6.000
COPPER FLEX.PIECE FOR ADDITIONAL B.E.P.
EARTH GROUNDING
036 4826464 M 1.800
CONDUCTOR FCTIFF -750 1X 16 S 526
036 5203372 BUC. 12.000
BRASS PUNCHED CLIP FOR COPPER
PIPES 5X 5.4
037 W1E09V1 [ 1] KG 24.000
ROUND BARS FILLED WITH COPPER 20X 5 MMP
038 EG07B1 M 12.000
DOWN.PIPES STEEL-ZINK BAND 25X4MM,
APPARENT ASSEMBLED ON WALLS
039 EG08C1 M 50.000
EARTH COND.LIGHTING ROD PROT.EARTH CONN.
UNDERGROUND ASSEM.OL GALVANIZED STRIP
40X4MM ASSEM.IN VERY HARD SOIL
040 W1R06A1 M 9.000
ELECTRODE OF STEEL PIPE OF TWO AND A
HALF INCHES FOR EARTH GROUNDING IN
NORMAL GROUND
041 EG10A1 [ 1] BUC. 1.000
SEPARATION PIECE FOR EARTHING BELT
042 EG10A1 [ 2] BUC. 1.000
COVER PLATE BOX FOR B.E.P
043 EG11B1 [ 1] BUC. 6.000
BEP CONNECTING PIECE TO INSTALLATION
PIPES
044 W1R11A [ 1] BUC. 6.000
FLEX.PIECE JOINING BY GALVANIZED SCREWS
TO B.E.P.
045 EG11B1 [ 2] BUC. 1.000
GAS SPARK VALVE TAP FOR NAT GAS INST.
CONN.TO BEP
046 W1P08A BUC. 1.000
EARTH CONN.TESTING FOR BUILDING WIRING
185
047 EH05B1 BUC. 2.000
PANEL TESTING MADE OF CAPSULATED BOXES
IN NUMBER OF MAX.10
048 EH07A1 KWH. 25.000
ELECTRIC POWER FOR TESTS
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Other direct expenses:
-SOCIAL ENSURANCE QUOTE - CAS:
-UNEMPLOYMENT:
-RISK FUND
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
BILL OF QUANTITIES
Estimate - Tender: ARCHITECTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CB48A1 MP. 412.000
ASSEMBLY AND DISMANLING OF MECH.LIFTED
SCAFFOLDING 2 CASTLES L=12M FOR FACADE
FINISHING
002 AUT1304 ORA 960.000
SELF-LIFTING METALIC SCAFFOLD 2 CASTLES
6MARCH 75KG/M H-31M L=12M 3SHIFTS
003 MDTC5517005 BUC. 2.000
EQUIPMENT TRANSPORTAT 5 KM 90100043 SELF
LIFTING METALLIC SCAFFOLDING WITH 2
CASTELS
004 CD05A1 M.C. 4.500
186
BRICK MASONRY TYPE GVP AT BUILDINGS H
<35M, SHAPE 240X115X 88MM,Q.A
004 2101169 M.C. 0.945
MASONRY MORTAR M 25 S 1030
005 CD24A1 MP. 150.000
PLAIN PARTITIONING WALLS CW 75/100
WITH METALLIC STRUCTURE (RIGIPS)
006 CK17C1 [ 1] MP. 25.000
PVC PARTIONING MADE OF FIXED
PANELS AND DOOR SHEETS
007 CE05C1 [ 1] MP. 415.000
ROOF COVERING OF THERMO-INSULATING PANELS
OF 8 CM (NAVY BLUE)
008 CD14A1 [ 1] MP. 375.000
FACADE METALLIC PANELS SANDWICH
TYPE WITH POLYURETHANE FOAM
THERMO-INSULATION OF 8 CM(NAVY BLUE)
009 CE13A1 M 104.000
GALVANIZED PLATE DRAIN OF 0,5MM, MADE ON
SITE SEMIROUND WITH D=15CM
010 CE14A1 M 18.000
GALVANIZED PLATE RAIN PIPE OF 0,5MM MADE
ON SITE SEMIROUND WITH D= 15,4CM
011 CE15B2 M 24.000
LINTEL,COVER WIDE 15-30CM,LENGHT<2M-FELT
BLANKET
011 2101200 M.C. 0.120
PLASTER MORTAR M 100 (LIME PASTE) S
1030
012 CK20B1 [ 8] MP. 100.000
GYPSOSCARDBOARD SUSPENDED CEILINGS
INCLD.ANCHORAGE SYSTEM
013 CF10C1 [ 2] MP. 312.000
POLISHING PLASTER COAT SUPPORT
014 CN06B1 [ 6] MP. 312.000
2 LAYER WASHABLE PAINTING FOR
INTERIOR, WHITE COLOR
187
015 CF01K1 MP. 30.000
FLOATED INT.PLASTERS,AT COLUMNS,WALLS
WITH SPRINKLER AND PLASTER ROUGH CAST
MECHANICALLY PERFORMED,OF 2CM
015 2101202 M.C. 0.540
PLASTER MORTAR M10T
016 CF06K1 MP. 83.000
FLOATED EXTERNAL PLASTER ON BRICK AND
BLOCKS WALLS WITH CRUND.MECH.LAYER VIZ.
MANUALLY MORTAR M25-T THICK.2,5 CM
016 2101203 M.C. 1.909
PLASTER MORTAR M25T
017 CF09A1 [ 4] MP. 83.000
SPECIAL THIN PLASTER FOR
SOCLE AT INTERIOR AND EXTERIOR WITH MOSAIC
PUTZ
018 CF03A1 MP. 16.500
INTERNAL FLOATED PLASTER,AT CEILINGS
PLANE,AVERAGE THICKNESS OF 2CM
018 2101202 M.C. 0.330
PLASTER MORTAR M10T
019 CG19A1 [ 3] MP. 275.000
FLOORING OF TITIVATED CEMENT WITH
QUARTZ
019 2101200 M.C. 5.775
PLASTER MORTAR M 100 (LIME PASTE) S
1030
020 CG01F1 MP. 377.000
CEMENT FINISH SLAB SUPPORT OF LEVELLING PLASTER
UNDER FLOORING OF 3CM THICKNESS
021 CG11A1 MP. 70.000
PLATED FLOORS FROM CERAMICS SQUARED OR
RECTANGULAR OF SAME COLOUR PLACED
SIMETRICALLY
021 2425280 MP. 72.100
NON GLAZED SMOOTH TILING GRI F
100X100X 8 C1 S5939
022 RPCK42A1 M 115.000
CERAMICS TILE PLINTHS OF MAX.
188
15CM HIGH,HORZONTAL FOR WALLS*
022 2434891 M 117.299
UN SMOOTH SANDSTONE JOINNINGS ELEM.
GREEN S 150X100X 8 C1 S5939
023 CG02B1 [ 2] MP. 25.000
LAMINATED PARQUET FLOOR FOR INTENSE
TRAFFIC
024 CI06E1 MP. 80.000
WHITE TILE PLATING ADHESIVE PASTE FIXED
024 2401777 MP. 83.999
DECOR WHITE TILE MONOC M.DR 150X150X5,5
Q. 1 S233
025 CK11G1 [ 2] MP. 32.800
P.V.C. WINDOWS WITH 5 ROOMS ,
SEALING, WHITE DOUBLE-GLASSED WINDOW
OF 24 MM
026 CK14A1 [ 1] MP. 1.900
SPECIAL METALLIC DOORS
026 6306454 BUC. 1.000
30 MIN.FIRE RESISTANT METALLIC
DOOR
027 CK14A1 [ 2] MP. 12.000
WHITE COLOR PVC DOORS WITH THERMO
INSULATING GLASS 4+ 16+4MM
028 CK14A1 [ 6] MP. 2.300
PVC DOORS
029 CK14A1 [29] MP. 19.500
PVC DOORS WITH PLAN WINDOW WITH
SURFACE < 5 SQUARE METERS
030 CK14A1 [11] MP. 18.000
ALUMINIUM ROLLING DOORS (GATES) WITH
THERMO-INSULATION
031 CK11G1 MP. 1.200
ALUMINIUM WINDOWS FOR CONSTRUCTIONS
WITH H<10M AND WINDOW FRAME OF < 3SQM
031 6307321 MP. 1.200
ONE LEAF ALUMINUM WINDOW
189
190
032 CM04B1 MP. 1.100
CLEAR DRAWN WINDOW GLASSES FIXED SIZES
METALLIC JOINERY 2-3MM THICK RED LEAD PUTTY
AND METALLIC RODS >0,2
032 2500327 MP. 1.155
CLEAR DRAWN GLASS Q.3 4MM. PACKED FREE
SIZES S 853
033 CD14A1 [ 2] MP. 31.000
THERMO-INSULATION PANELS OF 4 CM TO
SUN-BLIND
034 CI02A1 [13] MP. 31.000
SPECIAL FINISHING FOR FACADE WITH ALUMINIUM
ALUCOBOND PLATES
035 CO01A1 MP. 170.000
PAVEMENT OF SIMPLE CONCRETE POURED
ON SITE
035 2100933 M.C. 13.770
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
036 CO03A1 M 111.000
PAVEMENT KERBS SET ON M100-T MORTAR OF
5CM THIC.ON CONCRETE FOUNDATION,WITH
CEMENT
036 2202202 M 111.555
PAVEMENT KERBS 12 X25X50CM
036 2100933 M.C. 5.217
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
036 2101200 M.C. 1.221
PLASTER MORTAR M 100 (LIME PASTE) S
1030
037 CL20C1 [18] KG 30.000
INSTALLING VISIBLE PLATEWORKS:
GRATE FOR WIPPING THE FEET
037 6306016 KG 30.000
METALLIC GRID FOR SWEEPING FEET OF
PROFILED STEEL
038 TRA06A05 TONA 34.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
191
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
- HEALTH
- OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: RESISTANCE INFRASTRUCTURE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA01B1 M.C. 108.000
MAN.EXCAVATIONS IN LARGE SPACES IN SOIL
WITH NAT. MOISTURE SET IN STORAGE ROOM
OR VEHIC.H<0,6M MEDIUM SOIL*
002 TSA14B1 M.C. 3.820
MAN.EXCAV.IN HOLES OF 1.5-6M WIDE WITH
SUPPORT MAN. EVAC.IN SOIL WITH NAT.MOIST.
0.0-2M DEEP,INTERMEDIATE SOIL
003 TSA04B1 M.C. 19.000
MAN.DIGGING IN LIMITED SPACES UNDER 1M
SUPPORTS AND MAN.EVAC.IN SOIL WITH NAT.
HUMIDITY DEPTH.0,0-1,5M MEDIUM SOOL
004 TSD02D1 100 MC. 1.840
LOOSE SOIL SPREADING RESULTED FROM
1ST OR 2ND C. SOIL WITH BULD. 65-80HP IN
LAYER WITH THICKNESS OF 51-100
005 TSD01B1 M.C. 27.000
192
SHOVEL SPREADING OF THE LOOSE LAND,LEVEL
LAYER 10-30CM.THICK WITH CRUSHED CLODS
AVERAGE SOIL
006 TSD05A1 100 MC. 0.270
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
007 TRB01C12 TONA 14.600
MATERIALS TRANSPORT WITH WHEELEBARROW
TYRES LOAD THROW UNLOAD OVERTURN GROUP1-
3 DISTANCE 20M
008 TRA01A05P TONA 18.200
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
009 CG32D1 [ 5] M.C. 45.000
FILLINGS IN LAYERS, EXECUTED BY
MECHANICALLY COMPACTED GRAVEL
010 CA01B1 M.C. 44.000
SIMPLE CONCRETE MOULDING IN FOUNDATIONS
(CONTINUOUS,ISOLATED)AND SOCLES WITH
VOLUME > 3MC,AND IN RETAINIG WALLS
010 2100945 M.C. 44.352
CEMENT CONCRETE B 150(C8/10) STAS 3622
011 CA01D1 [ 8] M.C. 5.000
PLAIN CONCRETE C6/7.5 IN LAYERS OF 3-
20CM THICK. TO EQUALIZING
011 2100933 M.C. 5.040
CEMENT CONCRETE B 100(C6/7.5) STAS 3622
012 CB01A1 MP. 115.000
SHUTTERING IN BUSHING GLASS BOTTOM ,
EQUIPMENT BOTTOM,FROM REUSED PANELS,FROM
RESINE SLATS SC AND SUBSC INCL SPIJIN
013 CB11A1 MP. 132.000
SHUTTERINGS FOR CONCRETE IN ELEV.FROM
PANELS TO STRAIGHT WALL WITH H<3M,WITH
PLYWOOD OF 8MM THICK.
014 CA02A1 M.C. 25.000
REINFORCED CONCRETE MOULDING IN
INSULATED FOUNDATIONS VOLUME <3MC
014 2100969 M.C. 25.200
CEMENT CONCRETE C16/20(B 250) STAS 3622
193
015 CA02C1 M.C. 15.000
POURING REINFORCED CONCRETE IN CONTIN.
FOUNDATIONS ,PLATE FOUNDATIONS AND WALLS
UNDER 0 ELEVATION OF BUILD.WITH THICK.
<30CM
015 2100969 M.C. 15.120
CEMENT CONCRETE C16/20(B 250) STAS 3622
016 CC01C1 KG 3830.000
CONCRETE STEEL REINFORCEMENTS ASSEMBLING
IN CONTINUOUS FOUNDATIONS,SLABS OF
PLATES,WITH DIST FROM PLASTICS
017 CZ0301A1 KG 855.000
MANUFAC.REINFOR.SHAPED BARS FOR
FOUNDATION ISOL.CONTINUOUS AND PLATES
IN.CENT.WORKSHOPS OB 37 D=6-8MM
018 CZ0301D1 KG 2975.000
REINFORCED MANUFACTURED SHAPING BARS FOR
CONTINOUS ISOLATED FOUNDATION AND PLATE
FOUNDATION IN ATEL CENT.PC 52 D=6-8MM
019 TRA06A05 TONA 176.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
020 TRA02A05 TONA 5.000
ROAD MATERIALS SEMIPRECAST TRANSPORT
WITH TRUCK ON DISTANCE= 5 KM.
021 CA01D1 M.C. 30.000
SIMPLE CONCRETE MOULDING IN LAYERS OF 3-
20CM THICKNESS AT CONSTRUCTIONS WITH H
<35M
021 2100969 M.C. 30.240
CEMENT CONCRETE C16/20(B 250) STAS 3622
022 IZF04J1 [ 1] MP. 336.000
BOUNDARY LAYER EXEC BY POLYETHYLENE
FOIL OF0.2MM
023 CC02F1 KG 1020.000
REINFORCED ASSEMBLED AT CONSTR.H<35M
FROM NETS WITH G=1-3KG/MPIN MIDRIFF
WALLS WITH PLASTIC DISTAN
024 CZ0302XD1 KG 1020.000
MANUFACTURING OF WELDED MESH IN CENTRALIZED
WORKSHOPS OF CONCRETE STEEL 37 WITH BARS OF
D=4-5MM
025 IZF10F1 [14] MP. 336.000
EXTRUDED POLYSTYRENE INSULATION
LAYER OF 100MM WITH = 0.03 W/MK > 35 KG
194
UNDER THE REINFORCED CONCRETE SLAB
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: CONSTANT RESISTANCE
Work category:
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 CL01A1 TONA 5.470
STEEL PILLARS SETTING FOR INDUSTRIAL
HALL COMPLET.SET HAVING<1T INCL.
002 CL04A1 TONA 4.500
STEEL FULL BEAM SETTING COMPL.SETTING
UNDER 1T
003 CL16A1 TONA 4.021
SETTING OF METALLIC TEMPLETS OF 0.1-0.2T
ON CONCRETE FRAMEWORK TO CONSTR WITH H
<35M
004 TRA04A10 TONA 13.500
ROAD TRANSPORT PRECAST MATER.BY
AUTO CARRIER WITH TRAILER UNDER
20T ON DIS.10 KM.*
195
005 CA02J1 [ 5] M.C. 1.200
POURING REINFORCED CONCRETE C16/20 IN SLABS
006 CP26A1 [ 1] M.C. 0.650
PUTTING IN OPERATION OF MORTAR M100
FOR SITTING METALLIC PILLARS
007 CC02C1 KG 35.000
ASSEMBL.REINFOR.FOR CONSTR H<35M FROM
BARS IN BEAMS AND COLUMNS D<18MM PLATES
D<10MM WITH DIST FROM PLASTIC
008 CZ0302XE1 KG 35.000
MANUFACTURING OF WELDED MESH IN CENTRALIZED
WORKSHOPS OF CONCRETE STEEL 37 WITH BARS OF
D=6-8MM
009 TRA06A05 TONA 4.300
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Bill of quantities
Estimate - Tender: PLATFORM
Work category:
196
=================================================================
= NO.SYMBOL ITEM QUANTITY MEASURE UNIT PU MAT VAL MAT =
= N A M E PU MAN VAL MAN =
= I T E M PU UTI VAL UTI =
= PU TRA VAL TRA =
= SPOR MAT MAN UTI WEIGHT/ADD. TOTAL WEIGHT T O T A L =
=================================================================
001 TSA01G1 M.C. 60.000
MAN. DIGGINGS IN SPREAD SPACES IN SOIL
WITH NAT.MOISTURE THROWED IN VEHICLE ATH
OF 0,61-2M HARD SOIL
002 TSC04G1 100 MC. 4.000
MECH.DIGGING WITH EXC.OF 0,71-1,25CM IN
SOIL WITH NATURAL MOISTURE VEHIC.UNLOAD.
SOIL CAT.3
003 TSC18B1 100 MC. 2.000
DIGG.WITH BULLDOZ.ON TRACT.65-80PH
INCLD.SOIL PUSHING AT 10 M SOIL CAT.2
004 TSC35B31 100 MC. 2.000
AUTOLOADER ON TYRES WITH BUCKET 2,6-3,9
CM LAND CATEG 2 AT DIST. 11-20 M
005 TRA01A05P TONA 1080.000
ROAD TRANSPORT OF SOIL OR DEBRIS WITH
TIP LORRY DIST.= 5 KM
006 TSD01D1 M.C. 60.000
SHOVEL SPREADING OF LOOSE SOIL,LEVEL
LAYER 10-30CM.THICK.CLODS CRUSHING VERY
HARD SOIL
007 TSD05A1 100 MC. 0.600
COMPACTION WITH MEC.RAMMER OF 150-200KG
OF FILLG.IN LAYER OF 20-30CM EXCLUSIVELY
WET LAYER FROM NONCOHEZ. SOIL
008 TSE06B1 100 MP. 22.000
SOIL PLATF.PREPARING ISOLATING LAYER AND
SAND REPARTION OR GRAVEL IN COHESIVE
SOIL
009 DA06A1 M.C. 660.000
NAT.AGREGG.LAYER(GRAVEL)ROLLED OVER WITH
FILTRING RESISTANCE FUNCTION ISOL.AERING
ANTICAP.MANUAL LAYING
010 TRA01A10 TONA 1475.000
MATERIAL,SEMIPREFAB ROAD TRANSPORT BY
TIP LORRY ON A 10 KM.DIST.
011 DC05C1 MP. 2200.000
CEMENT CONCRETE ROAD SURFACING EXEC IN
ONE BASE OF 20 CM THICKNESS
012 DZ30F1 M.C. 444.000
CEMENT CONCRETE FOR ROAD PLATFORM AIRPORT
RUNWAY TRADE 400 WITH GRAVEL AND SAND CONCRETE
197
CAPACITY CAP 25-35 CUBIC METERS/H
013 DC04B1 M 500.000
CUTTING BY DIAMOND DISK MACHINE OF SHRINKAGE
AND EXPANSION JOINTS BETON ROAD
WEAR
014 DC03A1 BUC. 240.000
CONCRETE STEEL ANCHORAGE WITH LENGTH BAR 1 M WITH
MOUTH PENANCOR CEMENT CONCRETE SURFACING
VIBRATED TO CONSTRUCTION LONG JOINTS
015 TRA06A05 TONA 1065.000
CONCRETE- MORTAR ROAD TRANSPORTATION
WITH CONCRETE MIXER MOTOR-TRUCK OF 5,5MC
DIST. =5 KM
Direct expensive from items:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
From which:
Afferent amount of thermic equipm. =
Afferent amount of electric equipm.=
Details transports:
- Items TRA
Other direct expenses:
- SOCIAL ENSURANCE QUOTE - CAS:
- UNEMPLOYMENT:
-HEALTH
-OTHER EXPENSIVE ACCORDING TO THE LAW STIPULATION,
NOMINALIZED:
Total direct expenses:
WEIGHT MATERIALS WORK LABOUR EQUIPMENT TRANSPORT TOTAL
Indirect expenses:
Profit:
TOTAL GENERAL ESTIMATE:
VAT
TOTAL with VAT
Annex VII.
BID/PROPOSAL SUBMISSION FORM
198
To: The procuring entity
Dear Sir / Madam,
Having examined the Bidding Documents, the receipt of which is hereby duly acknowledged, we, the undersigned, offer to supply and deliver [description of civil works] in conformity with the said bidding documents for the sum of [total bid amount in words and figures] as may be ascertained in accordance with the Price Schedule
attached herewith and made part of this Bid.
We undertake, if our Bid is accepted, to deliver the civil works in accordance with the delivery schedule
specified in the Schedule of Requirements.
We agree to abide by this Bid for a period of [number] days from the date fixed for opening of Bids in the
Invitation to Bid, and it shall remain binding upon us and may be accepted at any time before the expiration of that period.
We understand that you are not bound to accept any Bid you may receive.
Dated this . . . . .day of . . . . .[year].
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Signature [in the capacity of]
Duly authorised to sign the Bid for and on behalf of . . . . . . . . . . . . . . . . . . . . . . . . . . . .
199
Annex VIII.
PRICE SCHEDULE
1. The Price Schedule must provide a detailed cost breakdown for each item. 2. Technical descriptions for each proposed item must provide sufficient detail to allow the Purchaser to determine
compliance of Bid with specifications as per Schedule of Requirements and Technical Specifications of this ITB.
3. In addition to the hard copy, if possible please provide also the information on diskette (IBM compatible). 4. Work schedule (Annex).
5. Warranty for performed works. 6. Timeframe for rectification of defects. 7. Payment schedule.
Signature of Bidder ………………………………………..
Financial summary table of work category
----------------------------------------
Estimate-tender of object: LACATUS FAMILY HOUSE
------------------------------------------------------------------------------------------------------------------------------------
| No. | | Amount | from which: |
| Cr. | W o r k c a t e g o r y |(VAT exclusive)-----------------------------------------------------------------|
| | | | contractor | associate | subcontractor |
| | | - RON - | chief | | |
| | | |(association chief) | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| 0 | 1 | 2 | 3 | 4 | 5 |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| I. | Buildings and special constructions,aff. | | | | |
| | installations to constructions and | | | | |
| | facility networks inside building | | | | |
| | | | | | |
| 1 | VARIABLE ARCHITECTURE | | | | |
| | | | | | |
| 2 | CONSTANT ARCHITECTURE | | | | |
| | | | | | |
| 3 | ARHITECTURE ATTIC | | | | |
| | | | | | |
| 4 | RESISTANCE INFRASTRUCTURE | | | | |
| | | | | | | | 5 | RESISTANCE SUPERSTRUCTURE | | | | |
| | | | | | |
| 6 | RESISTANCE FRAMEWORK | | | | |
| | | | | | |
| 7 | ELECTRIC INSTALLATIONS | | | | |
| | | | | | |
| 8 | SANITARY INSTALLATIONS | | | | |
| | | | | | |
| 9 | HEATING INSTALLATIONS | | | | |
| | | | | | |
| 10 | GAS INSTALLATIONS | | | | |
| | | | | | |
| 11 | WATER AND SEWAGE SERVICES | | | | |
| | | | | | |
| 12 | PAVEMENT | | | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL I | | | | | |-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| II. | Supply | | | | |
| | - Technological equipments with assembling| | | | |
| | - Transport equipments | | | | |
| | - Utilities,including independent equipmen| | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------| | | TOTAL II | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Total amount ( exclusive VAT ) - RON - | | | | |
| | Euro | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Value added tax - RON - | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------| | | TOTAL (VAT inclusive ) - RON - | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
200
Financial summary table of work category
----------------------------------------
Estimate-tender of object: MOLDOVAN FAMILY HOUSE
------------------------------------------------------------------------------------------------------------------------------------
| No. | | Amount | from which: |
| Cr. | W o r k c a t e g o r y |(VAT exclusive)-----------------------------------------------------------------|
| | | | contractor | associate | subcontractor |
| | | - RON - | chief | | |
| | | |(association chief) | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| 0 | 1 | 2 | 3 | 4 | 5 |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| I. | Buildings and special constructions,aff. | | | | | | | installations to constructions and | | | | |
| | facility networks inside building | | | | |
| | | | | | |
| 1 | VARIABLE ARCHITECTURE | | | | |
| | | | | | |
| 2 | CONSTANT ARCHITECTURE | | | | |
| | | | | | |
| 3 | ARHITECTURE ATTIC | | | | |
| | | | | | |
| 4 | RESISTANCE INFRASTRUCTURE | | | | |
| | | | | | |
| 5 | RESISTANCE SUPERSTRUCTURE | | | | |
| | | | | | |
| 6 | RESISTANCE FRAMEWORK | | | | |
| | | | | | |
| 7 | ELECTRIC INSTALLATIONS | | | | |
| | | | | | |
| 8 | SANITARY INSTALLATIONS | | | | |
| | | | | | | | 9 | HEATING INSTALLATIONS | | | | |
| | | | | | |
| 10 | GAS INSTALLATIONS | | | | |
| | | | | | |
| 11 | WATER AND SEWAGE SERVICES | | | | |
| | | | | | |
| 12 | PAVEMENT | | | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL I | | | | | |-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| II. | Supply | | | | |
| | - Technological equipments with assembling| | | | |
| | - Transport equipments | | | | |
| | - Utilities,including independent equipmen| | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL II | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Total amount ( exclusive VAT ) - RON - | | | | |
| | Euro | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------| | | Value added tax - RON - | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL (VAT inclusive ) - RON - | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
201
Financial summary table of work category
----------------------------------------
Estimate-tender of object: ZOLTAN FAMILY HOUSE
------------------------------------------------------------------------------------------------------------------------------------
| No. | | Amount | from which: |
| Cr. | W o r k c a t e g o r y |(VAT exclusive)-----------------------------------------------------------------|
| | | | contractor | associate | subcontractor |
| | | - RON - | chief | | |
| | | |(association chief) | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| 0 | 1 | 2 | 3 | 4 | 5 |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| I. | Buildings and special constructions,aff. | | | | | | | installations to constructions and | | | | |
| | facility networks inside building | | | | |
| | | | | | |
| 1 | VARIABLE ARCHITECTURE | | | | |
| | | | | | |
| 2 | CONSTANT ARCHITECTURE | | | | |
| | | | | | |
| 3 | ARHITECTURE ATTIC | | | | |
| | | | | | |
| 4 | RESISTANCE INFRASTRUCTURE | | | | |
| | | | | | |
| 5 | RESISTANCE SUPERSTRUCTURE | | | | |
| | | | | | |
| 6 | RESISTANCE FRAMEWORK | | | | |
| | | | | | |
| 7 | ELECTRIC INSTALLATIONS | | | | |
| | | | | | |
| 8 | SANITARY INSTALLATIONS | | | | |
| | | | | | | | 9 | HEATING INSTALLATIONS | | | | |
| | | | | | |
| 10 | GAS INSTALLATIONS | | | | |
| | | | | | |
| 11 | WATER AND SEWAGE SERVICES | | | | |
| | | | | | |
| 12 | PAVEMENT | | | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL I | | | | | |-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| II. | Supply | | | | |
| | - Technological equipments with assembling| | | | |
| | - Transport equipments | | | | |
| | - Utilities,including independent equipmen| | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL II | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Total amount ( exclusive VAT ) - RON - | | | | |
| | Euro | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Value added tax - RON - | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL (VAT inclusive ) - RON - | | | | |
|-----|-------------------------------------------|-------------- |---------------------|---------------------|---------------------|
202
Financial summary table of work category
----------------------------------------
Estimate-tender of object: HEALTH UNIT
------------------------------------------------------------------------------------------------------------------------------------
| No. | | Amount | from which: |
| Cr. | W o r k c a t e g o r y |(VAT exclusive)-----------------------------------------------------------------|
| | | | contractor | associate | subcontractor |
| | | - RON - | chief | | |
| | | |(association chief) | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| 0 | 1 | 2 | 3 | 4 | 5 |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| I. | Buildings and special constructions,aff. | | | | | | | installations to constructions and | | | | |
| | facility networks inside building | | | | |
| | | | | | |
| 1 | VARIABLE ARCHITECTURE | | | | |
| | | | | | |
| 2 | CONSTANT ARCHITECTURE | | | | |
| | | | | | |
| 3 | ARHITECTURE ATTIC | | | | |
| | | | | | |
| 4 | RESISTANCE INFRASTRUCTURE | | | | |
| | | | | | |
| 5 | RESISTANCE SUPERSTRUCTURE | | | | |
| | | | | | |
| 6 | RESISTANCE FRAMEWORK | | | | |
| | | | | | |
| 7 | ELECTRIC INSTALLATIONS | | | | |
| | | | | | |
| 8 | SANITARY INSTALLATIONS | | | | |
| | | | | | | | 9 | HEATING INSTALLATIONS | | | | |
| | | | | | |
| 10 | GAS INSTALLATIONS | | | | |
| | | | | | |
| 11 | WATER AND SEWAGE SERVICES | | | | |
| | | | | | |
| 12 | PAVEMENT AND PARKING | | | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL I | | | | | |-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| II. | Supply | | | | |
| | - Technological equipments with assembling| | | | |
| | - Transport equipments | | | | |
| | - Utilities,including independent equipmen| | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL II | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Total amount ( exclusive VAT ) - RON - | | | | |
| | Euro | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Value added tax - RON - | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL (VAT inclusive ) - RON - | | | | |
|-----|-------------------------------------------|-------------- |---------------------|---------------------|---------------------|
203
Financial summary table of work category
----------------------------------------
Estimate-tender of object: INDUSTRIAL BUILDIND
------------------------------------------------------------------------------------------------------------------------------------
| No. | | Amount | from which: |
| Cr. | W o r k c a t e g o r y |(VAT exclusive)-----------------------------------------------------------------|
| | | | contractor | associate | subcontractor |
| | | - RON - | chief | | |
| | | |(association chief) | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| 0 | 1 | 2 | 3 | 4 | 5 |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| I. | Buildings and special constructions,aff. | | | | |
| | installations to constructions and | | | | |
| | facility networks inside building | | | | |
| | | | | | |
| 1 | ARCHITECTURE | | | | |
| | | | | | |
| 2 | RESISTANCE INFRASTRUCTURE | | | | |
| | | | | | |
| 3 | RESISTANCE SUPERSTRUCTURE | | | | |
| | | | | | |
| 4 | ELECTRIC INSTALLATIONS | | | | | | | | | | | |
| 5 | SANITARY INSTALLATIONS | | | | |
| | | | | | |
| 6 | HEATING INSTALLATIONS | | | | |
| | | | | | |
| 7 | GAS INSTALLATIONS | | | | |
| | | | | | |
| 8 | WATER AND SEWAGE SERVICES | | | | |
| | | | | | |
| 9 | PLATFORM | | | | |
| | | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL I | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| II. | Supply | | | | |
| | - Technological equipments with assembling| | | | |
| | - Transport equipments | | | | |
| | - Utilities,including independent equipmen| | | | | |-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL II | | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Total amount ( exclusive VAT ) - RON - | | | | |
| | Euro | | | |
|-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | Value added tax - RON - | | | | | |-----|-------------------------------------------|--------------|---------------------|---------------------|---------------------|
| | TOTAL (VAT inclusive ) - RON - | | | | |
|---- -|-------------------------------------------|-------------- |---------------------|---------------------|---------------------|
Financial summary table of objects
----------------------------------
|--------|------------------------------------------------------------|-----------------------|-----------------------------------------------------------------------|
| No.Cr. | O b j e c t g r o u p | Amount | from which| from which: |
| | O b j e c t n a m e | ( VAT | C + M |-----------------------------------------------------------------------|
| | | exclusive)| | contractor | associate | subcontractor |
| | | - RON - | | leader | | |
| | | | | of the association | | |
| | | | |-----------------------------------------------------------------------|
| | | | | Total | C+M | Total | C+M | Total | C+M |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|
| 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|
| 1. | Basic Investment (work) | | | | | | | | |
| | | | | | | | | | |
| 1.001| 1 LACATUS FAMILY HOUSE | | | | | | | | |
| | | | | | | | | | |
| 1.002| 2 MOLDOVAN FAMILY HOUSE | | | | | | | | |
| | | | | | | | | | |
| 1.003| 3 ZOLTAN FAMILY HOUSE | | | | | | | | |
| | | | | | | | | | |
| 1.004| 4 HEALTH UNIT | | | | | | | | |
| | | | | | | | | | |
| 1.005| 5 INDUSTRIAL BUILDING | | | | | | | | |
| | | | | | | | | | |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|
| | | | | | | | | | |
| 2 | Site organization 1.00% | | | | | | | | |
| | | | | | | | | | |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|
| | | | | | | | | | |
| | Total Amount ( VAT exclusive ) - RON - | | | | | | | | |
| | Euro | | | | | | | | |
| | | | | | | | | | |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|
| | | | | | | | | | |
| | Value added tax - RON - | | | | | | | | |
| | | | | | | | | | |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|
| | TOTAL (VAT inclusive) - RON - | | | | | | | | |
| | | | | | | | | | |
|--------|------------------------------------------------------------|-----------------------|-----------|-----------|-----------|-----------|-----------|-----------|