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NABARD CONSULTANCY SERVICES. 10-1-128/4, NABARD BUILDING,
MASAB TANK , HYDERABAD-500004
EPC TENDER
FOR
PLANNING, DESIGN, ENGINEERING,
PROCUREMENT, CONSTRUCTION, ERECTION,
COMMISSIONING, INSTALLATION, TRIAL RUN
OF COMMON FACILITIES WAREHOUSE,
EFFLUENT TREATMENT SYSTEM, SEWERAGE
TREATMENT SYSTEM & BUILDINGS, INTERNAL
ROAD, COLD STORAGE, RIPENING CHAMBER,
UTILITIES & MISCELLANEOUS ITEMS.
FACTORY ADDRESS:
THATIGUNTAPALLE VILLAGE, VALMIKIPURAM (VAYALPAD) TALUK, CHITTOOR DIST.,
ANDHRA PRADESH- 517277
OWNER
M/s. SPECIALISED SRK FOODS PRIVATE LIMITED,
REGD. OFFICE:60-18-1/2, SIDDHARATHA NAGAR, VIJAYAWADA, KRISHNA DISTRICT.,
ANDHRA PRADESH- 520 010
M/s. Specialised SRK Foods Private Limited, Chittoor.
TENDER NOTICE
Sealed item rate tenders (Two-Bid System) as per tendering system published on
Web site www.specialisedsrkfoods.com in are invited by M/s. Specialised SRK Foods Private Limited, Chittoor for the Proposed Planning, Design, Engineering, Procurement, Construction, Erection, Commissioning, Installation, Trial Run of Common Facilities Warehouse, Effluent Treatment System, Sewerage Treatment System & Buildings, Internal Road, Cold Storage, Ripening Chamber, Utilities & Miscellaneous Items for M/s. Specialised SRK Foods Private Limited, Regd. Office:60-18-1/2, Siddhartha Nagar, Vijayawada, Krishna District., Andhra Pradesh- 520 010.
NOTICE DETAILS
Tender Notice no. SRK/FOOD/009/17-18 Dated 02-10-2017.
Cost of blank tender
document Rs 2,00,000/- in the form of Demand Draft
EMD Amount Rs 20,00,000/- in the form of Demand Draft or Bank Guarantee.
Date of uploading on
website
02/10/2017
Last Date and Time of
Submission of Tender
document with on line
payment for Tender Fees
and for EMD
14/10/2017.
Date, Time and place of
online opening of
Tender ( Technical)
14/10/2017, 16.00 hrs at Office of NABARD, Hyderabad
Date Commercial Opening To be Announced on Technical bid Opening day
Pre-bid Tender Meeting
10/10/2017, 15.00 hrs at
NABARD CONSULTANCY SERVICES.
10-1-128/4, NABARD BUILDING,
MASAB TANK , HYDERABAD-500004.
Name of the work Planning, Design, Engineering, Procurement, Construction, Erection,
Commissioning, Installation, Trial Run of Common Facilities Warehouse,
Effluent Treatment System, Sewerage Treatment System & Buildings, Internal Road, Cold Storage, Ripening Chamber, Utilities & Miscellaneous Items.
for M/s. Specialised SRK Foods Private Limited,
Regd. Office:60-18-1/2, Siddhartha Nagar, Vijayawada, Krishna District., Andhra Pradesh- 520 010.
All the Specifications & Quantities are available on web www.specialisedsrkfoods.com
DIRECTOR
Specialised SRK Foods Private Limited
Contents
Particulars
Page No
Disclaimer 4
Section I Notice Inviting Tenders (NIT) 5
1. Introduction 6
2 Brief Scope Of Work 6
3. Qualifying Requirements For Bidders 9
4. Summary Of Project
Section II Instructions To Bidder (ITB) 11
1. Instructions To Bidder 12
2. Proforma of Bidder Covering Letter 18
3. Proforma Of Articles Of Agreement 20
4. Scope Of Work 23
5. Minimum Safety Rules 26
6. Special Conditions Of Contract 31
7. General Conditions Of Contract 38
8. General Specifications 61
9. Highlight of Tender 88
10. Approved Make Of Material 89
11. Cement Constant 90
12. SEHEDULED ‘A’ ( Supply Of Materials) 92
Section III Scope & Technical Specification with Bill of Quantities. 93
Package -1- Land Development. 94-102
Package -2 103-112
Package -3 113-125
Package -4 126-140
Package -5 141-142
Section IV Schedule of Price for Tender. 142
Section V Drawings 143-143
Page | 4
Disclaimer
1. Though adequate care has been taken while preparing the Notice Inviting Tender (NIT)
document, the Bidders/Applicants shall satisfy themselves that the document is complete in all
respects. Intimation of any discrepancy shall be given to this office immediately. If written
intimation is not received from any Bidder within Seven (7) days from the date of notification
of Notice Inviting Tender (NIT) /Issue of the Notice Inviting Tender (NIT) documents, it shall be
considered that the Notice Inviting Tender (NIT) document is complete in all respects and has
been received by the Bidder.
2. M/S. Specialised SRK Foods Private Limited, The Employer, reserves the right to modify,
amend or supplement this Notice Inviting Tender (NIT) document including all formats.
3. While this Notice Inviting Tender (NIT) has been prepared in good faith, neither M/s.
Specialised SRK Foods Private Limited., nor its employees or advisors make any
representation or warranty, express or implied, or accept any responsibility or liability,
whatsoever, in respect of any statements or omissions herein, or the accuracy, completeness
or reliability of information, and shall incur no liability under any law, statute, rules or regulations
as to the accuracy, reliability or completeness of this NIT, even if any loss or damage is caused
by any act or omission on their part.
4. The specification mentioned for all the equipment as core processing facilities viz., Cold stores,
Warehouse, Effluent Treatment System, Sewerage Treatment System, Ripening Chambers,
Utilities, Building, Material Handling, equipment, working lab, etc. and evacuation to the
designated project, in the present tender document is for the reference only. It is subjected to
change/ alter as per the design/ planning from the Bidder. It is advised that the Bidder must
satisfy himself with the prevailing site conditions before design/ plan. The design must be
optimized for the site conditions and directed to achieve the maximum output from the installed
capacity at all times. Moreover, the components not mentioned.
(Signature)
Name and Designation of bidder
Page | 5
SECTION – I
NOTICE INVITING TENDER (NIT)
Page | 6
1. Introduction
1.1. M/S. Specialised SRK Foods Private Limited, invites sealed bids from eligible bidders for
“Planning, Design, Engineering, Procurement, Construction, Erection, Commissioning,
Installation, Trial Run of Common Facilities Warehouse, Effluent Treatment System,
Sewerage Treatment System & Buildings, Internal Road, Cold Storage, Ripening
Chamber, Utilities & Miscellaneous Items at Factory Address Thatiguntapalle village,
Valmikipuram (Vayalpad) Taluk, Chittoor dist., Andhra Pradesh- 517277
2. Brief Scope of work
2.1. Brief Scope of Work shall include, but not limited to, the design, engineering, manufacturing,
procurement & supply, packing and forwarding, transportation, unloading, storage, erection &
installation, testing, commissioning, trial run of all plant & machinery in common facility.
Proposed units in the common facilities include but not limited to the following:
Packages Components Capacity Product Mix/ Details
Package- 1 Land
Development
Land Development Area Details
1) Security Office: (4 Nos)
2) Internal Road: as per requirement.
3) Sewerage Treatment Plant.
4) Effluent Treatment System.
5) Water Treatment Plant.
Package- 2 Core Processing
Facility
Dry Warehouse: 3500MT
Cold Storage: 2000MT Quality laboratory:
Ripening Chamber 200MT
each
Area Details Dry Warehouse. Cold Storage.
Quality laboratory.
Ripening Chamber.
Package- 3 Non-Core
Infrastructure
Facility
Administration Block, Guest
House , Worker Hostel
Area Details:
Administration Block:
Guest House:
Worker Hostel :
Package- 4 Plant and
Machinery
Cold Storage:
Ripening Chamber:
Quality Control and Food
Testing Lab
ETP Machinery
Water Softening Equipment
STP Machinery
Cold Storage:
1) Ripening Chamber.
2) Quality Control and Food Testing Lab.
3) Effluent Treatment Plant Machinery.
4) Water Softening Equipment.
5) Sewerage Treatment Plant
Machinery.
Page | 7
Package -5 Material Handling
Equipment,
Miscellaneous & Any other item
a) Hydraulic Pallet Truck: 2
b) 3MT Forklifts:1
c) Reach truck: 1
d) 1100X1100 Pallets: 3670
e) Crates: 30,000
f) Reefer Vans:1
All products
for
Other items
g) Waste Collection: 2
h) Waste Collection Bins: 5
i) Tractor with Trolly: 1
j) DG Set: 1
k) Electrical Transformer
l) Electrical Transmission and Distribution
m) Other Miscellaneous Assets.
1. Signage,
Telecommunication
Infrastructure and T
System, Software and
Furniture and Fixtures
2. Weigh Bridge: 2 Nos
3. Weigh Scale: 5 Nos
Page | 8
2.1.1. The successful bidder is also encouraged to set up such plant and machinery which should
increase the efficiency and processing levels of proposed product mix. All associated electrical
works and equipment (including panels, protection system, cables, transformer etc.) as per the
relevant Indian Standard codes. The contractor shall provide control room, control panels within
the facility. Control panel rooms shall be of RCC (Reinforced Cement Concrete) structure
2.1.2. The contractor shall put UG cable through RCC duct from substation to the core processing
facility all cabling within the facility through cable ducts/ conduits as approved.
2.1.3 All associated civil engineering works including design for: Earthwork for Site grading, cutting,
filling, leveling & compacting at common processing facility site.
2.1.4 Construction of foundation & mounting structures for all building, plant & machinery
2.1.5 All building in common processing facilities should be Pre-Engineered Structured Buildings.
Contractor has to design pre structures, and load calculation should be approved. The designs
shall be proof checked by reputed organizations like IITs, JNTU, Civil Aid, etc.
2.1.6. Construction of drainage & sewage system within common facilities including construction.
2.1.7. Construction of internal circulation/ passage Road within plant connecting main/ food park Road
for easy access to main locations
2.1.8. LED based lighting within plant and outside the premises of the core processing facility. Sufficient
lux shall be maintained at all points within the premise of the common processing facility.
Demonstration of performance of the plant as per the tender requirement. An illumination
through LED based lighting shall be done all around common facility and infrastructure shall
come on Galvanized Iron (GI) Octagonal poles of suitable height and spacing as approved.
2.1.9. Contractor scope shall also include though not limited to all other necessary supply and services
for effective implementation of the common processing facilities which should be a state of the
art infrastructure and shall complied with norms/ standards of British Retail Consortium/ Indian
Standards/ Food Safety and Standards Authority of India (FSSAI)/ Bureau of Indian Standards/
American Society of Mechanical Engineers (ASME)/ Deutsches Institut für
Normung (DIN)
2.1.10. The detailed scope of work is given in Technical specifications
2.1.11. Schedule of selection process:
Document Download Start Date From 02/10/2017
Last date for receiving Pre bid queries 07/10/2017
Pre–bid meeting Date 10/10/2017 at 1500 hrs
Replies to the Pre-bid queries 11/10/2017
Last Date & Time for submission of bid (Bid
closing date)
14/10/2017 till 1430 hrs (IST)
Page | 9
Technical Bid Opening Date & Time 14/10/2017 at 1530 hrs (IST)
Financial Bid Opening Date and Time
To be Announced on Technical bid
Opening day.
Page | 10
11
3. QUALIFYING REQUIREMENTS FOR BIDDERS
Bidder shall meet the qualifying requirement stipulated hereunder:
3.1 General
The Bidder should be either a body incorporated in India under the Companies Act, 1956
including any amendment thereto OR a partnership firm registered in India OR a proprietary
firm registered in India.
The bidder can bid as consortium or Joint Venture. Hence above conditions can be met
independently by a single bidder or jointly in consortium with other members.
3.1.1 Joint Venture or Consortium
JV or Consortium is allowed. The consortium members shall nominate the lead member of the
consortium which should be responsible for the overall management & delivery of the project.
3.1.1.1 Joint Ventures are allowed up to maximum of Three (3) members to participate in the bid. In
case the bidder is a Joint Venture (JV), the members shall authorize one of the JV members to
act on their behalf as lead member in exercising all the rights and obligations towards the Client
under this document, including without limitation to the receiving of instructions and payments
from the Client. Though, lead member shall be responsible for the overall management, delivery
and O&M of the project, all the members of consortium/JV shall be jointly and severally
responsible for execution of the works in relation to the project.
3.1.1.2 A Proposal submitted by a Joint Venture shall be signed by all members so as to be legally
binding on all members, or by an authorized representative who has a written power of attorney
signed by each member’s authorized representative.
3.1.2.3 If the Proposal is submitted by a joint venture, there shall be a Joint Venture Agreement
specific
for this contract between the constituent firms/ members, indicating clearly, amongst other
things, the proposed distribution of responsibilities both financial as well as technical for
execution of the work amongst them. A copy of the JV agreement entered into by the Joint
Venture members shall be submitted along with the bid.
Note: The Bidder may also be a consortium or JV with maximum 3 (Three) members whose
collective/individual experience should meet experience as mentioned in clause 3.1.1
3.2 Eligibility Criteria
3.2.1 The bidder should have completed or Working at least one similar work for Mega Food Park/
Food Industries in Andhra Pradesh / in India.
3.2.2 Contractor who is registered special CLASS I civil contractor in any government department
like PWD/ CPWD/ etc. and registered CLASS I electrical contractor.
12
3.2.3 Bidder shall submit certificate of Completed same types of two Project minimum worth of
30.00 Crore.
13
3.2.4 Bidder Should Completed same type Project in India.
3.2.5 Bidder should have own manufacturing.
3.2.6 Bidder should have completed two projects in Food and Beverages. 3.3.
Address for communication: -
Name: Ms. Shilpa Deshpande.
Address:
NABARD CONSULTANCY SERVICES. 10-1-128/4, NABARD BUILDING,
MASAB TANK , HYDERABAD-500004
Tel: Tel:- 040-23321130/31 ,M- 08450900365
Email: [email protected]
14
Page |
SECTION –II
INSTRUCTIONS TO BIDDER (ITB)
15
Page |
Page | 16
1. INSTRUCTURIONS TO TENDERER
1. TENDERING PROCESS
To view Tender Notice, Detailed Time Schedule and Tender Document for this Tender and
subsequently purchase the Tender Document and its supporting documents, kindly visit our
website of www.specialisedsrkfoods.com: of M/s Specialised SRK Foods Private Limited. All
Tenders who are interested in participating in the Tendering process are required to fulfill the
eligibility criteria.
2. PURCHASE AND DOWNLOADING OF TENDER FORM:
2.1 The tender document is uploaded / released by Specialised SRK Foods Private Limited website
www.specialisedsrkfoods.com Tender document, tender form and supporting documents may be
purchased and downloaded from web site www.specialisedsrkfoods.com; by filling Demand Draft
details online. Subsequently, bid has to be prepared and submitted at office ONLY as per the schedule.
2.2 Tender forms will be sold / issued manually and / or download from our website.
2.3 EMD [Demand Draft or Bank Guarantee (Refundable)] & Tender Fee [Demand Draft (Non-
refundable)] should be paid at the time Bid Submission.
2.4 Payment should be through Demand Draft & Bank Guarantee only.
3 INSTRUCTION TO TENDERERS
3.1 The M/s Specialised SRK Foods Private Limited herein after referred to as “Buyer” invites sealed
tenders in TWO BID system.
3.2 The tenders are required to furnish non-refundable cost of tender specified by way of payment by
Demand Draft in favour of “Specialised SRK Foods Private Limited, Vijayawada, details and
must submit proof of payment to Specialised SRK Foods Private Limited, Vijayawada as per
schedule mentioned in notice details. The tender document is uploaded/ released on Web site
www.specialisedsrkfoods.com. Tender document and supporting document has to be purchased
and to be downloaded from the website. Subsequently, tender has to be prepared and submitted
Hard Copy only as per the schedule.
3.3 The tender to quote the tender in full & rates to be filled in words & figures (only INR ).
3.4 The Contractor shall take all necessary precautions to ensure safety of workers and of adjacent
property and shall strictly follow safety code and guidelines.
3.5 The Contractors or their representative shall accompany the Client / Consultants or their
representative whenever required to do so and assist in taking measurements and shall agree to
the measurements recorded on the spot.
3.6 The Contractor is to construct and maintain proper bench marks at the intersections of all main walls
in order that the lines and levels may be accurately checked at all times.
Page | 17
3.7 Should the successful tender be required to work at night or on holidays in order to maintain the
time schedule he shall take prior approval from the Client / Consultants at site. He should also
provide and maintain at his own cost sufficient lights as may be necessary to enable the work to
proceed satisfactorily during the night.
3.8 POSSESSION PRIOR TO COMPLETION:
The Client shall have the right to take possession of or use any completed or partially completed
part of the work. Such possession or use shall not be deemed to be an acceptance of any work in
accordance with the contract.
3.9 CO-OPERATION WITH OTHER CONTRACTORS:
The Contractor shall execute his work in phased manner as directed by the Client / Consultants
from time to time so as not to obstruct or retard the work being executed simultaneously by other
agencies.
3.10 Prices and unit rates of any or each item shall be laid irrespective of whether the item to be executed
is located at any height/ depth, any floor, inside or outside the building unless otherwise specifically
mentioned in the description of items in the schedule.
3.11 The successful contractor to submit on Stamp Paper of required value, a letter indemnifying
SPV/NABCONS/OWNER and consultants against consequences of injury/ death / damage to
property caused while carrying out execution of project. This is to be done within a fortnight after
issue of LOI
3.12 The terms under the heading Instructions to Tender to be read along with the other terms of the
contract.
3.13 The quantities mentioned in the tender are only approximate estimated quantities. The Specialised
SRK Foods Private Limited reserves the right to increase or decrease the quantities without
assigning any reason thereof.
4. PROCESS OF SUBMISSION OF TENDER
4.1 Both the bids (Technical as well as Commercial) shall be submitted to office. Tender(s) not submitted
at office before the time mentioned in the notice shall not be entertained.
4.2 All the documents shall be submitted to office.
5. INSTRUCTION FOR ONLINE SUBMISSION: –
5.1 The date and time for submission of envelopes shall strictly follow in all cases. The bidders should
ensure that their tender is prepared before the expiry of the scheduled date and time and then
submitted before the expiry of the scheduled date and time. No delay on account of any cause will
be entertained.
Page | 18
5.2 Tender(s) not submitted will not be entertained. If for any reason, any interested tender fails to
complete any stages during the complete tender cycle, Tender Inviting officer shall not be
responsible
for that and any grievance regarding that shall not be entertained.
5.3 Tender shall be submitted in two Envelopes i.e. Technical Bid in Envelope-1 & Price Bid in
Envelope2 by tendering procedure.
5.4 Tenders submitted without following Two Bid system and by without Tendering procedure shall be
rejected.
5.5 The Two Bid offer must be submitted along with document(s) as per the guidelines given below by
Tendering procedure only.
5.6. Envelope No.1 (Technical Bid): –
5.6.1 Technical bid shall include following document(s) to be submitted inside the Envelope-1.
5.6.2 Tenders should submit all the following documents by Tendering procedure. These documents need
to be signed by individual bidder’s digital signature and uploaded during online bid preparation stage.
A. Covering Letter (As per attached Performa).
B. Proof of payment of Earnest Money Deposit (EMD).
C. Copy of Prescribed Tender Form.
D. Sales Tax / VAT Registration Certificate & GST Registration Certificate
E. Company / firm PAN
F. Detail profile of the company
G. Details of similar type of works done in last 3 years.
H. Present work in hand with detail costing & time period.
I. Proposed Construction schedule (Bar Chart).
J. List of machinery & Plants own by bidder.
K. Details of Technical Staff.
L. Class I Certificate of Civil Contractor
M. Last three Year ITR payment copy
N. Bidder should submit Structural Drawings and Land Development layout submitted as per given specification and as per vastu shasthra
5.7. Envelope-2 (Price Bid):-
5.7.1 Price bid shall include following document(s).
5.7.2 All financial offers must be prepared and submitted with Company Stamp & Authorized Signature.
5.7.3 Price bid must be strictly as per attached format.
6. PROCESSE FOR SUBMISSION OF TENDERS:-
6.1 Tender(s) not submitted will not be entertained. If for any reason, any interested tender fails to
complete any stages during the complete tender cycle, Tender Inviting officer shall not be responsible
for that and any grievance regarding that shall not be entertained.
Page | 19
6.2 Tender shall be submitted in two Envelopes i.e. Technical Bid in Envelope-1 & Price Bid in Envelope-
2 by tendering procedure.
6.3 Tenders submitted without above Two Bid system and by without Tendering procedure shall be
rejected.
6.4 The Two Bid offer must be submitted along with document(s) as per the guidelines given below by
Tendering procedure only.
7. DEADLINE FOR SUBMISSION OF TENDERS: -
7.1 Tender shall be submitted at office on or before last date & time of submission a schedule specified in
tender notice.
7.2 However, the Tender inviting authority may at his discretion, extend the deadline of submission of
tenders before closing, by notifying it on official web site. Tenders are requested to visit official website
till last date of submission of tender for any changes in this regards. No separate communication or
publication shall be made in this regard.
7 ELIGIBILITY CRITERIA:
7.1 Tenders should submit all the documents. These documents need to be signed by individual bidder’s signature and bid preparation stage.
Eligibility criteria for tendered is –
A. Proof of payment by Earnest Money Deposit (EMD).
B. Duly signed copy of Prescribed Tender Form.
C. Sales Tax, Service Tax / VAT Registration Certificates & GST Registration Certificate D. Company / firm PAN
E. Detail profile of the company/firm.
F. Details of similar type of works done (in terms of value and size tune of present project) in last 3
years and performance report from last 3 customers – minimum 2 food factories.
G. Present work in hand with detail costing & time period.
H. Proposed Construction schedule (Bar Chart).
I. List of machinery & Plants.
J. Details of Technical Staff.
K. Last 3 years ITR returns.
L. Class I Certificate for Civil Contractor
M. The bidder should have completed or Working at least one similar work for APIIC or Andhra Pradesh.
N. Contractor who is registered special class civil contractor in any government department like PWD/ CPWD/ etc. and registered class I electrical contractor.
O. Bidder shall submit certificate of Completed same types of two Project minimum worth of 30cr.
P. Bidder Should Completed same type Project in India.
Q. Bidder should have own manufacturing.
R. Bidder should have completed two projects in Food and Beverages
Page | 20
8. EARNEST MONEY DEPOSIT (EMD):-
8.1 The Tenders shall pay payment through Bank Guarantee in favour of “Specialised SRK Foods
Private Limited, Vijayawada”.
8.2 Any tender without EMD or EMD of an amount less than as prescribed in clause will be summarily
rejected.
8.3 EMD will be discharged/ returned to all unsuccessful tenders within 60 days from the date of opening
of the technical bids, and EMD of successful tenders will be deposited.
8.4 Tenders shall not be entitled for any interest on EMD.
8.5 Tenders should submit details of the DD by Tendering procedure on or before schedule date given in
notice details.
8.6 The Firms/Parties who have been notified as BLACKLISTED / DEBARRED by any
State/Central/Quasi Government are not eligible for participation in this tender.
9 COST OF TENDER: -
The tender shall bear all the costs associated with the preparation & submission of their tenders and the
Tender inviting authority will in no case be responsible or liable for those costs, Regardless of the conduct
or outcome of the tendering process.
10. AMENDMENT OF TENDER DOCUMENT:
10.1 The Buyer may amend the tender document(s) by issuing Amendment/Corrigendum on official
Tender website of SRK or Web site www.specialisedsrkfoods.com.
10.2 Any Amendment/Corrigendum as well as clarification thus issued shall be a part of the Tender
Document. And it will be assumed that the information contained in the amendment will have been
taken into account by the Tenders in its tender.
10.3 The Buyer shall extend, at its discretion, the deadline for submission of tenders, in which case, the
Seller will notify all Tenders by placing it on website of the extended deadline and will be binding
on them.
11. OPENING OF TENDER: -
11.1 The process of opening of tender shall be as follows: -
11.2 The Envelope-1 and Enevelop-2 of each tender shall be prepared as “Tender Details” by Tendering
procedure only.
Technical Bid (Cover No. 1):-.
11.3 The Envelope-1 of each of tender shall be opened in the order in which they have been received in
presence of the tender committee and tenders or its authorized representative by Tendering
procedure only.
Page | 21
11.4 After opening of Technical Bid of each of tender, availability of all the documents enclosed therein
shall be verified.
11.5 All such Technical Bid containing each and every document(s) shall be taken for further technical
evaluation.
11.6 Technical Bid Evaluation Summary carryout indicating its status.
Financial/Commercial/Price Bid (Envelope-2)
11.7 The commercial Bid shall not be opened till the completion of evaluation of technical Bid.
11.8 Commercial Bid of only technically qualified/accepted bidders(s) as mentioned above will be
opened
11.9 Commercial Bid shall be opened on line after acceptance of Technical Bid only for the tenders
who’s Technical Bid found to be in accordance with the tender conditions stipulated in tender document
and accepted by committee.
11.10 Commercial Bid shall in presence of tenders/s or their Authorized representative who are willing
to be present at the time of opening of tender.
11.11 Financial Bid Evaluation Summary and AOC carried out on line Decision of the tender opening
authority shall be final in this regard.
11.12 The Board of Directors of Integrated Food Park has the right to overrule the above process for
reasons of strategic objectives of finance, economy, timeliness, performance and quality during
the implementation stage. In such cases, the reasons for specific contracting will be recorded by
the Procurement Committee and ratified by the Board. Both Ministry of Food Processing Industries
and PMA will be notified in case of deviation from procurement plan.
12. PERIOD OF VALIDIY OF TENDER: -
The tender shall be valid for 30 (Thirty) days from the due date. This period can be extended further,
with the consent of the tender. If the Tender withdraws or modifies his tender within the said validity
period of 30 days or extended period, as the case may be, the earnest money deposited by him will
be forfeited.
13. PRICE: -
The prices quoted will be valid for validity period and once the offer of tender is accepted, the
accepted prices will be valid till the completion of work.
14. TAXES AND DUTIES:
The price quoted shall be inclusive of all Government taxes, insurance, door delivery and
contractor should be responsible for payment of all the statutory taxes and levies. Local GST
registration required within 15 days from the date of agreement.
Page | 22
2. PROFORMA OF TENDERERS COVERING LETTER
(On Tenders' letter head)
Date: / /2017
FROM:
To,
The Director
Specialised SRK Foods Private Limited,
Thatiguntapalle Village,
Valmikipuram (Vayalpad) Taluk, Chittoor Dist.,
Andhra Pradesh- 517277:
Works
Planning, Design, Engineering, Procurement, Construction, Erection, Commissioning, Installation, Trial Run of Common Facilities Warehouse, Effluent Treatment System, Sewerage Treatment System & Buildings, Internal Road, Cold Storage, Ripening Chamber, Utilities & Miscellaneous Items for M/s. Specialised SRK Foods Private Limited, Regd. Office:60-18-1/2, Siddhartha Nagar, Vijayawada, Krishna District., Andhra Pradesh- 520
010
Location
-
M/s. Specialised SRK Foods Private Limited, Thatiguntapalle Village, Valmikipuram
(Vayalpad) Taluk, Chittoor Dist., Andhra Pradesh- 517277
OWNER M/s. Specialised SRK Foods Private Limited, Regd. Office:60-18-1/2, Siddhartha Nagar,
Vijayawada, Krishna District., Andhra Pradesh- 520 010
With reference to the Tender invited by you for the above mentioned work I/we write this after having:
A. Examined the designs, drawings, details, specifications, BOQ and at the corresponding item rates
quoted in Tenders, Draft agreement, and the conditions annexed thereto (hereinafter called the
Contract Documents) relating to the above mentioned work. B. Visited and examined the site of
proposed works.
C. Acquired the requisite information as affecting the Tender invited by you on behalf of the Client.
Page | 23
D. We also undertake to do extra or varied works based on Contact Agreement Rates or current
CSR rates which may be ordered as part of this contact open the terms provided for in the
condition of contact.
I/We the undersigned hereby offer to construct, execute, complete and maintain the proposed works in strict
accordance with the Contract Documents for the considerations to be calculated in terms of priced schedule
of quantities in BOQ.
I/We undertake to complete and deliver the whole of the works within the time limit mentioned from the date
of issue of a written intimation by the Consultants / Client that our (i.e. the Contractor’s) Tender has been
accepted and upon receiving the possession of the site, whichever is later. Subject to the conditions of
contract relating to extension of time, with the written consent of the Client if granted, I/We (i.e. the
Contractor) further undertake that on failure to observe and perform all such acts deeds matters and things
undertaken by me/us (the Contractor) hereunder or under any other document relating to the said contract,
I/We (the Contractor) shall pay damages to the Client, the sum named in Appendix to the Conditions of
contract as "Liquidated Damages" without protest, for the period during which the work shall remain
incomplete.
I/We hereby deposit with you as Earnest Money (Carrying no interest on EMD) and I/we do hereby agree
that this sum shall be forfeited to the Client in the event of the Client accepting my/our Tender and I/we fail
to take up the work when called upon to do so.
I / We do agree to pay a sum of 5% of contractual value as Security Deposit from running account bill of
work done, when called upon to do so, being security for the due performance of the contract.
I / We further agree to furnish in favour of the Client, Indemnity bond / Irrevocable Bank Guarantee towards
payment of Liquidated Damages as per clause 7 of the special Conditions of Contract.
I/We further agree to the deductions from interim payments at 10 % of the total value of the work
done as retention percentage.
I/We do agree that my/our Tender shall stand disqualified in the event of: A.
Any page of this Tender form is found missing.
B. Any page of this Tender form is not signed with rubber seal by us in token of acceptance.
C. The rates in the schedule of Quantities are not filled in figures as well as in words in English and
all erasures are not counter signed.
Yours faithfully,
Signature of the Tender
(With official Seal/Stamp of the Firm).
Name of the partners of Firm
OR
Name of the person having Power of Attorney to sign the contract along with the copy of Power of Attorney.
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Name/s of the Bank/s in which the Tender maintains accounts.
.
3. PROFORMA OF ARTICLE OF AGREEMENT
THIS AGREEMENT MADE THE day of ,2017 between The Director,
M/s. Specialised SRK Foods Private Limited, having Regd. Office:60-18-1/2, Siddhartha Nagar,
Vijayawada, Krishna District., Andhra Pradesh- 520 010. India. (hereinafter called "the OWNER" which
expression shall include their respective successors and assigns) of the one part and
M/s -------------------------------------------- a firm registered under the Indian Partnership Act / Proprietary Act
and having its office at (hereinafter referred to as "the CONTRACTOR" which expression shall include
their successors and permitted assigns) of the other part. WHEREAS the Contractor in response to the
Inquiry No.
SRK/FOOD/009/17-18 dated 02-10-2017 issued by the
SPV/NABCONS/OWNER submitted his Bid to do all the work, perform all the services and furnish all the
materials (except those that the SPV/NABCONS/OWNER has undertaken to furnish to the Contractor)
required for the execution of Proposed Planning, Design, Engineering, Procurement, Construction,
Erection, Commissioning, Installation, Trial Run Of Common Facilities Warehouse, Effluent Treatment
System, Sewerage Treatment System & Buildings, Internal Road, Cold Storage, Ripening Chamber,
Utilities & Miscellaneous Items at M/S. Specialised SRK Foods Private Limited, Thatiguntapalle Village,
Valmikipuram
(Vayalpad) Taluk, Chittoor Dist., Andhra Pradesh- 517277. (All of which are hereinafter referred to as "THE
WORKS").
AND WHEREAS the Contractor by his Bid submitted under cover of his letter No. dated / /2017
undertook to execute the Works in the order of precedence and at such time as provided in the Bid
Document and as may be directed by the "SPV/NABCONS/OWNER" and within the time stipulated in the
Bid Document and in an approved manner according to the specifications and the bid drawings hereto
annexed and detailed drawings and site instructions etc. to be issued subsequently and subject to the scope
of enquiry. Instructions to Bidders and Special Conditions, Specifications, Bill of Quantities, General
Conditions of Contract and all other Sections annexed to the Bid Document AND WHEREAS the
Page | 25
SPV/NABCONS/OWNER accepted the said Bid subject to such modifications to the terms and conditions
and the specifications of the Bid Document as set out in the SPV/NABCONS/OWNER's letter No./
Latter of Indent : -------------AND WHEREAS at the request of the SPV/NABCONS/OWNER, the Contractor
has agreed to enter into this Contract.
NOW IT IS HEREBY AGREED:
The Contractor shall at his sole cost and expense perform all the services, furnish all the tools, plant,
equipment and materials necessary to complete all the works and shall execute and complete in the most
thorough and workmanlike manner and to the entire satisfaction of the SPV/NABCONS/OWNER and in
strict accordance in all respects with the annexed Specifications, Scope to Work, Instructions to Tender
and Special Conditions and General Conditions of Contract, subject to such modifications as set out in the
SPV/NABCONS/OWNER's letter no.---------------------- the Works described in the Scope of Work.
The SPV/NABCONS/OWNER will pay the Contractor such sums as shall become payable hereunder at the
times and in the manner specified in the Instructions to Bidders and Special Conditions and General
Conditions of Contract.
The Contractor shall proceed with the Works with due diligence and expedition in the order of priorities as
provided in the Bid Document or as directed by SPV/NABCONS/OWNER so as to complete the execution
of the works within the completion date specified in the Bid Document, Time being deemed to be the
essence in this behalf.
The SPV/NABCONS/OWNER, reserve to themselves the right of altering the drawings and nature of Works
and of adding to or omitting any items OR Part of work.
All the provisions of the Instructions to Bidders, Special Conditions, General Conditions of Contract, the
Specifications and the Specific Technical Requirements annexed hereto and other annexure, if any, shall
be binding upon the Contractor and upon the SPV/NABCONS/OWNER as if the same had been repeated
herein and shall be read as part of this agreement.
The Contractor shall comply with all statutory regulations and proper and legal orders and directions given
from time to time by State, Central, Local or Public Authorities and shall pay out of his own money any dues,
fees or charges payable in connection with the Works. The Contractor shall also pay all applicable taxes
and royalties or other dues payable to State / Central Government or any other local authority on materials
purchased by him in connection with all the Works provided for in this Contract (materials brought on the
site and/or used for the Works) and shall indemnify the SPV/NABCONS/OWNER and hold them harmless
against any liability on account of any such fees, charges or taxes. The Contractor shall also make all
payments and contributions, if any, which may have to be made in regard to the workmen employed by him
in relation to the wages or other emoluments of such workmen under any statute or rules or regulations or
otherwise howsoever and shall indemnify the SPV/NABCONS/OWNER against such payments.
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If the Contractor neglects or refuses to perform his obligations under the General Conditions of Contract
and fails to clear up the site on completing the Works as provided by the said General Conditions of
Contract, the SPV/NABCONS/OWNER shall be at liberty on the expiration of one month from the date of
completion of the works, to effect the clearance and the cost of such clearances as certified by the
SPV/NABCONS/OWNER shall be deducted from the amount due under the final payment.
The Contractor shall indemnify the SPV/NABCONS/OWNER in respect of all actions, suits, claims and
demands brought or made against the SPV/NABCONS/OWNER by the workmen of the Contractor or any
other person or persons whatsoever in connection with the Works or in respect of any matter or thing done
or omitted to be done by the Contractor in the execution of or in connection with the Work not withstanding
that all reasonable and proper precautions may have been taken by the Contractor.
The Contractor shall at his own cost effect insurance against third party liability both for injury to all persons
and damage to property in the premises during construction period.
If during the progress of the Works or within a period of 06 months from the date of issue of completion
certificate for the works any damage or defect is found in the Works done, not arising as a result of force
majeure or any default or neglect of the SPV/NABCONS/OWNER and/or their officers and employees,
the Contractor shall make good all such damage and defects at his risk and cost provided however that if
in the opinion of the SPV/NABCONS/OWNER, if the Contractor shall be unable to fulfill or shall fail to make
good such damage or defects, the SPV/NABCONS/OWNER shall be at liberty to do all acts, deeds and
things necessary for the removal of the damage and / or for the restoration of the Works at the risk, cost
and expenses of the Contractor.
Notwithstanding anything herein or in the General Conditions of Contract and Specifications, and other
annexure, if any, hereto annexed, the laborers, workmen, supervisors and all other such persons as
employed by the Contractor forth purposes of the works shall for all purposes be regarded as the
contractor’s employees and the SPV/NABCONS/OWNER shall have no concern with them and shall not
be liable to make payment to or any contribution on account of them. It is expressly agreed that throughout
this Agreement and all the annexure hereto, the expressions, "SPV/NABCONS/OWNER", and "The Party
of the One Part" shall mean Specialised SRK Foods Private Limited, WHEREOF the parties hereto have
executed this Agreement this_______day of ,2017.
SIGNED SEALED AND DELIVERED
THE DIRECTOR,
SPECIALISED SRK FOODS PRIVATE LIMITED
CONTRACTOR'S SEAL & SIGN
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In the presence of Witnesses Date : / / 2017 Place:
4. SCOPE OF WORK
Proposed Construction of Common Facilities Warehouse, Effluent Treatment System, Sewerage
Treatment System & Buildings, Internal Road, Cold Storage, Ripening Chamber, Utilities, Internal Road,
Compound Wall & Utility Shed and its Allied Works M/S. Specialised SRK Foods Private Limited,
Thatiguntapalle Village, Valmikipuram (Vayalpad) Taluk, Chittoor Dist., Andhra Pradesh- 517277.
The Scope of work shall consist of providing all labour, supervision, permanent material and equipment
(except as provided by SPV/NABCONS/OWNER as set forth elsewhere herein) and consumable
materials, construction equipment, tools temporary facilities (i.e. electrical power, sanitation facilities
and water), warehousing, insurance, applicable permits and licenses, taxes and duties, inspection &
testing, and all other things necessary to complete the works in accordance with Contract Documents.
1.0 GENERAL
The requirements set forth herein apply generally to above described job at M/s Specialised SRK
Foods Private Limited. The area is demarcated on Site Plan drawing and other referenced
drawings.
1.1 Broadly, the scope of work includes the following: -
Proposed Planning, Design, Engineering, Procurement, Construction, Erection, Commissioning,
Installation, Trial Run of Common Facilities Warehouse, Effluent Treatment System, Sewerage
Treatment System & Buildings, Internal Road, Cold Storage, Ripening Chamber, Utilities &
Miscellaneous Items on M/S. Specialised SRK Foods Private Limited, Thatiguntapalle Village,
Valmikipuram (Vayalpad) Taluk, Chittoor Dist., Andhra Pradesh- 517277.
1.2 In general, the scope of work consists of the following: -
Common Facilities Warehouse, Effluent Treatment System, Sewerage Treatment System &
Buildings, Internal Road, Cold Storage, Ripening Chamber, Utilities & Miscellaneous Items.
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1.3 Examination
1.3.1 Contractor shall examine the drawings and specifications provided and shall visit the site and
determine the nature of existing conditions. In no circumstances will any claim against the
SPV/NABCONS/OWNER be allowed resulting from failure to ascertain the work herein described
or implied.
1.3.2 Contractor shall report to SPV/NABCONS/OWNER in writing any conditions which will prejudice
the proper completion of the work. Commencement of the work constitutes acceptance of existing
conditions.
1.4 Protection
1.4.1 Contractor shall provide and be responsible for all necessary side rails, guardrails, markers,
including temporary warning lights or other means required to ensure that no damage, injury or death is
caused to persons or damage to property resulting from this work.
1.4.2 Contractor shall erect an open excavation barricade immediately following any excavation work.
Additionally, Contractor shall maintain said barricades on a daily basis. If Contractor fails to perform
these responsibilities on a daily basis, SPV/NABCONS/OWNER may exercise its' right to perform
these functions. All charges incurred by SPV/NABCONS/OWNER shall be debited to the
Contractors account.
1.4.3 Contractor shall protect the work of other trades or other Contractors in progress or completed and
protect the SPV/NABCONS/OWNER's properties, stored products and materials, services and
utilities from damage.
1.4.4 Whenever the Contractor carries out any operation, the contractor shall take all protective
measures to prevent any damages to the life and property in the vicinity and the work should
progress under the supervision of a person qualified to carry out the operation.
1.5 Environmental Protection
1.5.1 Dust control: Contractor shall provide and maintain an adequate system to avoid any nuisance
caused by dust and dirt rising throughout the area of operations.
1.5.2 Silt control: Contractor shall provide and maintain control systems to prevent silt from entering
any storm drainage system during the progress and until such time till the work is completed and
handed over.
1.5.3 Contractor will maintain a clean, hygienic and safe work site at all times. Remove from site all
waste and surplus materials resulting from the work on a daily basis. If Contractor fails to perform
these responsibilities on a daily basis, SPV/NABCONS/OWNER may exercise his right to perform
these functions. All charges incurred by SPV/NABCONS/OWNER shall be debited to the
contractor's account.
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1.6.1 Contractor shall build temporary ditches and kuchha drains as per the instructions of
SPV/NABCONS/OWNER to prevent surface water from flowing into excavations or damaging
adjoining property/areas affecting in the vicinity.
1.6.2 Contractor shall keep excavated areas free from standing water using mechanical equipment and
drain away water from excavations, buildings, walls and paved areas to disposal areas approved
by
SPV/NABCONS/OWNER.
1.6.3 Contractor shall protect open excavations against flooding and damage due to surface run-off.
1.6.4 If necessary, Contractor shall excavate temporary pits for water storage and drain out water from
site, backfill pits with material to match adjoining strata, compact such backfill and match adjacent
level conditions prior to completion of the work.
1.7 Contractor shall maintain and keep access roads clean which are used for hauling operations as
required by local and site authorities.
1.8 Contractor shall be deemed to be self-sufficient and shall, as part of the Scope of work, supply,
transport, install, properly maintain and remove all temporary construction facilities and utilities
constructed to support the Scope of work after the work is completed. The type of facilities and/or
utilities, their location on the job site, and the dates which they are brought to or removed from the
Job site shall be co-ordinates with and are subject to the
prior approval of SPV/NABCONS/OWNER.
1.9 Inspections
1.9.1 The Contractor shall, as part of its Quality Control Plan, provide for a comprehensive inspection
and testing programmer by a third party SPV/NABCONS/OWNER approved testing laboratory.
SPV/NABCONS/OWNER reserves the right, but not the obligation, to perform random tests on
contractor’s work at the expense of the contractor.
1.9.2 The Contractor shall arrange for all materials procured by it to be tested at the expense of the
contractor.
1.10 The Contractor shall conform to the requirements of relevant and latest Indian Standards as
specified in the Specifications. The Contractor shall perform its work in accordance with the
established Tolerances of the Standards and / or these Specifications. All materials which are be
used in work shall confirm to governing IS Codes and shall got approved from the Engineer-in-
charge or Architects before actual use in work.
All measurements shall be jointly taken from time to time & the mode of measurement shall be
according to IS Codes and standard engineering practice with Engineer-in-charge.
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Contractor shall clear the site of any obstacles and establish the grid lines with respect to the reference
co-ordinate at site and get the same approved by the SPV/NABCONS/OWNER.
Contractor shall provide all Horizontal and Vertical Control for all new construction as necessary.
Contractor shall establish temporary Bench Marks at the site with respect to the permanent site Bench
mark and get the same approved by the SPV/NABCONS/OWNER.
Spoil material: Contractor shall remove all excess earth material to an armature determined later in
the project site and carting away the debris as directed by the SPV/NABCONS/OWNER, and the
charges for the same will be borne by contractor
6. MINIMUM SAFETY RULES
The following are Minimum Safety Rules that apply to all contractors and subcontractors associated
with this project. Project personnel have a duty and responsibility to ensure familiarization with project
safety requirements and to comply with all requirements established by their employer.
1. REPORTING HAZARDS: It is part of each employee's job to report all unsafe conditions/practices
to his immediate supervisor for corrective action.
2. BASIC PERSONAL PROTECTION:
✓ Safety Hats of the approved type which meet Indian Standard shall be worn while on,
construction sites (hats shall not be Pressed or altered in any way as to make them defective).
Hard hats shall be worn the way they are intended to be worn. Metal hard hats are prohibited.
✓ Industrial grade safety glasses with side shields meeting ANSI, standard Z.-87 or equivalent
Indian Standards will be worn by all personnel. This also applies to all persons wearing
prescription glasses. Additional eye protection may be necessary for various work activities such
as grinding, drilling, chemical handling, etc.
✓ Hearing protection will be worn at posted high-noise areas or work activities generating high-
noise levels.
✓ Shirts are required when working on a construction site. All shirts will have sleeves. Sleeveless
shirts are not permitted.
✓ Full length trousers are required and must fit properly. Loosely fitting clothing will not be worn. ✓
Safety slices or safety boots will be worn in the construction area at all times. No sneakers,
opentoed shoes or tennis shoes are allowed. All shoes will be suitable to the construction
environment.
✓ Gloves will be worn when handling materials that may cut, tear or burn hands.
✓ Gloves will be in good condition and free of excessive oil or grime.
✓ Avoiding non-safety at work area, in terms of PPE safety hording, barageting, safety of material,
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lighting for night work, housekeeping etc. bon by the contractor. Failing this terms are attracting
the penalty.
3. RESPIRATORS: Persons engaged in work activities requiring breathing apparatus or respirators
will be test-fitted to ensure a proper seal and fitting.
4. FALL PROTECTION: Safety Belts/Harnesses shall be worn and used when working at two meter
heights (or greater), where approved platforms, ladders, or scaffolds are not
Provided Land yards will be no more than six feet in length. Horizontal or vertical melines will be
provided and used where no tie-off points are provided. Belts/Harnesses shall be worn properly. All fall
protection equipment will be inspected for defects by the user before each use. Defective or
questionable protection equipment shall not be used.
5 INJURIES: All persons must report all injuries to their supervisors and obtain first aid (regardless of
degree of severity) at the contractor's first aid facility. Each accident must be documented on the
Accident Notification Report.
6 SMOKING: Smoking within an establish NO SMOKING AREA is strictly prohibited and is sufficient
cause for immediate removal of the person found smoking from the site.
7 ELECTRICAL EQUIPMENT: Personnel (except electricians), assigned to work on or around specific
electrical jobs, will stay clear of all electrical equipment until it is proven safe by qualified electrical
personnel.
8 UNAUTHORIZED USE: The unauthorized operation of any tool, equipment, switch, vehicles, valves,
etc. is strictly prohibited. All electrical connections will be carried out by wiremen holding valid a license.
9 MAKESHIFT DEVICES: Personnel will not fabricate or use makeshift devices such as lifting
devices, tools, etc. Specialized tools/equipment are often necessary, but will be properly designed
and tested by authorized engineering personnel before use. The modification of tools/equipment or
the overriding of safety devices will not be tolerated.
10 TRUCK RIDING: Riding in the bed of trucks is prohibited unless seating arrangements conform to
client requirements. Personnel are forbidden to ride on loaded trucks, fenders, running boards,
sideboards, tailgates, etc.
11 SEAT BELTS: All personnel riding in vehicles will fasten seat belts before the vehicle is placed in
motion.
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12 HORSEPLAY: Running, practical Jokes, etc. prohibited. Fighting is sufficient cause for immediate
dismissal. "Short cutting" of established safe practices or deliberate chance taking is strictly prohibited.
13 WORK PERMITS: If work to be carried out requires a permit, the permit must be obtained before
work commences. Separate work permit would be issued to workmen working at more than 3 m. ht. and
also
to those carrying out welding.
14. EMERGENCY PROCEDURES: It is part of everyone's job to thoroughly know plant emergency
procedures, emergency alarms, location of assembly areas, etc.
15. WORKING POSITION: Personnel must always ensure safe working positions. Any person to
position himself between a fixed object and a moving piece of equipment is extremely hazardous
Never place yourself between objects which could roll, shift, fall or displaced. Stay alert to
conditions around you at all times.
16 SAFE PRESCRIBED METHODS: All tools and equipment, including motor vehicles will be operated
in a safe and prescribed manner at all times. If any person is not sure of the proper method of
tool/equipment use, he must immediately inform his Supervisor for the person to receive proper
direction.
17 INSTRUCTIONS FROM SUPERVISORS: Supervisors are responsible for strict compliance and
enforcement of project and client, "safety rules and regulations, and to ensure that workers
are made knowledgeable of requirements. All personnel are required 10 follow instructions from
their immediate supervisors, If instructions are not clear or are confusing, the employee has
a responsibility to question the supervisor and obtain clear instructions before commencement
of work.
18 SAFETY AUDIT: Regular safety audit reports must be submitted fortnightly.
19 COOPERATION AND TEAMWORK: It takes co-operation and teamwork to complete construction
projects in a safe, efficient and timely manner. All project personnel are expected to render complete
cooperation in the administration and enforcement of the project Safety Program.
20 CAMERAS: Employees must not, under any circumstances, bring cameras onto the work site or use
a camera on the work site without written approval.
21 RUGS/ALCOHOL: The use of illegal drugs and alcohol is strictly prohibited and is cause for
immediate removal of the person who is found to be under influence of such drugs / alcohol from the
site.
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22 DISCIPLINARY ACTION: Disciplinary action will be taken against persons violating the stipulations.
Serious infractions and/or repeat offenders will be dealt with severely, up to and including permanent
removal from the project.
RESPONSIBILITIES: All persons have a responsibility to themselves and their coworkers to be
physically fit and mentally alert at all times. Conditions on a construction site are always in a state of
change.
Personnel must be able to react accordingly.
23 LADDERS AND SCAFFOLDS: All ladders and scaffolding shall be of the approved type. Ladders
and scaffolding not meeting standards shall be removed from service. Ladders and scaffolding shall
meet Indian Safety Standards or British Standards whichever is more stringent. 24 LADDERS:
A. Ladders shall be inspected priority use. Defective ladders shall be removed from service.
B. Ladders used near energized lines or equipment shall be made of non-conductive materials
(wood, fiberglass, etc.)
C. Ladders shall be placed on solid footing. They shall not be placed on unstable objects such
as loose bricks.
D. Employees shall not carry tools, materials, or objects while climbing ladders. Employees shall
face the ladder while climbing and avoid leaning from side to side and away from the ladder.
E. Employees working from ladders shall wear and utilize proper fall protection equipment.
F. Straight and extension ladders must be secured at the top when in use. Ladders not in use
should be removed from the vertical position.
G. Ladders must be placed at an angle not to exceed one foot of run for every four feet of rise.
H. Ladders must extend above their upper support or landing by at least 3 feet.
I. Step ladders must be secured or held when in use. j) Employees shall network from the top
step or next to the top step of step ladders.
25 SCAFFOLDS:
A. Employees shall not erect, alter or dismantle scaffolds unless directed by a competent person.
B. Scaffolds shall be erected, should be in plumb, and on sound foundation. Loose bricks, unstable
slacks of lumber, etc. shall not be used to level or support scaffolds. C. Scaffold materials shall be
free of defects.
D. Work platforms shall be completely decked. (The decking should overhang it send supports at
least 6 inches but not more than 12 inches. The decking shall be secured in place). Work
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platforms shall be Companied with standard handrails, mid ribs, and toe boards when 2 meters
or more in height.
26 EXCAVATION:
a) When deeper than 5 feet, excavations shall be sloped or shored to prevent caving-in.
b) Excavations must be barricaded and barricades shall be maintained till back filling is completed.
c) Excavated earth and any equipment shall be kept at least 5 feet from the edge of excavations
Access ladders shall be placed within a distance of 25 feet of location of working in excavations of
4 feet deep or deeper.
27 CONFINED SPACE OR VESSEL ENTRY:
a) Employees shall not enter any confined space unless it has been tested for oxygen contents,
absence of flammable gases and/or substances, or any other hazardous materials, and a written
permission has been issued.
b) A man way watch trained in his duties shall be present at any time when personnel are inside
confined spaces or vessels.
c) Portable or hand-held lighting should not exceed 12 volts power source.
d) Positive ventilation (air movers of fans) shall be used to provide exchange of fresh air in confined
spaces and vessels.
28 TAG-OUT, LOCK-OUT PROCEDURES
a) Employees shall not perform any work including repair, changes, attachments on electrical circuits,
equipment, or mechanical equipment unless the power supply or source of said equipment is
positively disconnected or shut off and the concerned electrical department employee places his
lock and tag on the disconnect.
b) Only electrical personnel shall be involved in energizing & de-energizing electrical circuits and
equipment.
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7) SPECIAL CONDITIONS OF CONTRACT
1) All terms and conditions mentioned in the Tender Notice and letter from Contractor attached with
these papers shall form part of this contract.
2) Earnest Money, Security Deposit, Retention Percentage
2.1 Earnest Money – Amount – Rs. 20,00,000/-
2.2 Security Deposit –Total 5% of the Contract Value will be the security deposit, from running
account bill of work done, when called upon to do so, being security deposit for the due
performance of the contract. The security deposit will be released without any interest only after
defects liability period of 12 months from the Completion certificate from the
SPV/NABCONS/OWNER.
3) Within fourteen days of the receipt of intimation from the Consultants of the acceptance of his /
their tender, the successful bidder shall be bound to implement the contract by signing an
agreement, in accordance with the draft agreement schedule of conditions.
4) Phase of work:
The construction work has to be done in phases.
Work: as per tender documents.
Time period: 7 Months Start of Phase I – 14 days after LOI
Timelines
for Scope
of Work
Stages Reference From D
1.
Issue of LOI Zero Date (D)
2. Submission of Design, Drawing (including layout, General
arrangement, structure, P&ID’s, Architectural drawings) of Civil,
PEB Structure
D+15
3. Package 01 D+210
4. Package 02 D+180
5. Package 03 D+210
6. Package 04 D+ 180
7. Package 05 D+ 180
5) Commencement of work and time of completion.
Time is the essence of this contract and Contractor shall complete the entire work within 7 months, this
time period shall be inclusive of monsoon period.
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The date of the receipt of the Letter of Intent pertaining to the work and the date of giving possession of
work site to the Contractor, whichever is later shall be considered as the date of commencement of the
work. The contract period shall be counted from the above- referred date.
The Contractor shall be allowed admittance to the site during the mobilization period and he shall,
thereupon, forthwith begin the preliminary works and from the date of commencement shall proceed
regularly with the program of completing the same on or before the date of completion. Immediately
after the issue of the letter of intent, progress schedule of the entire work, as per the tender, will be
reviewed jointly by the Consultants and the Contractor and finalized.
The schedule shall indicate the dates for the commencement and completion of the various stages of
structures included in the work, spread over but contained within the contract period as stipulated in the
tender documents. The schedule will also indicate the dates by which the working drawings needed for
the completion of the various structures / departments will be prepared and issued in phases by the
Consultants.
The Contractor will also submit a comprehensive program for the mobilization of resources namely
labour, plants and equipment, shuttering and scaffolding materials, supervisory staff etc. needed for the
execution of the work, as per the time and progress schedule. The approval by the company of the
proposal for mobilization of resources will not absolve the Contractor of his responsibility of mobilizing
more resources, if deemed necessary by the SPV/NABCONS/OWNER for timely execution of the work.
The time and progress schedule will be reviewed from time to time and may be modified by the
SPV/NABCONS/OWNER depending on change in priorities; actual availability of drawings etc. and the
Contractor will execute the work accordingly. In case of non-availability of working funds, drawings,
materials to be supplied by the Client at the beginning or during the execution of the work, the
SPV/NABCONS/OWNER will be fully empowered to modify the time and progress schedule and in all
such cases, suitable extension of time will be granted to the Contractor, but no increase in rates, claim
of compensation of any kind will be admissible.
6) VIRTUAL & FINAL COMPLETION CERTIFICATE:
6.1 When a stage is reached in construction that the building is sufficiently completed for use
for the purpose for which is was intended, the Contractor shall apply to
SPV/NABCONS/OWNER for issue of a Virtual Completion. A joint inspection by
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SPV/NABCONS/OWNER and the Contractor will be carried out, and if in the opinion of
SPV/NABCONS/OWNER the works are sufficiently completed, then a Virtual Completion
Certificate shall be issued. Simultaneously, a sang list listing all defects, incomplete
works etc. shall be jointly prepared and issued to the Contractor for attending to, at the
earliest but not later than one month.
In case any snags are noticed during handing over of the works, the contractor shall rectify such snags
to the satisfaction of SPV/NABCONS/OWNER in a reasonable time as specified by the
SPV/NABCONS/OWNER and the defects liability period for works affected by such snags will be
calculated after satisfactory rectification of the snags pointed out.
6.2 On completion of all the works, the Contractor shall be furnished with a Final Completion
certificate by the SPV/NABCONS/OWNER for such completion, but no such certificate
shall be given, not shall the work be considered to be completed until the Contractor shall
have removed from the premises on which the work has been executed, all scaffolding,
surplus materials and rubbish, and cleaned off the dirt from all woodwork, doors, windows,
walls, floors, or other part of any building including paint marks on floors, hardware,
skirting, dado etc. upon or about which the work has been executed, or of which he may
have had possession for the purpose of execution thereof, not until the work shall have
been measured by SPV/NABCONS/OWNER whose measurements shall be binding and
conclusive against the Contractor. If the Contractor shall fail to comply with the above
mentioned requirements of this clause on or before the date fixed for the completion of
the work, SPV/NABCONS/OWNER may at the expense of the Contractor, remove such
scaffolding, surplus materials and rubbish and dispose of the same as he thinks fit and
clean such dirt as aforesaid, and the Contractor shall have no claim in respect of any such
scaffolding or surplus materials as aforesaid except for any sum actually realized by
the sale thereof less related expenses incurred by the
SPV/NABCONS/OWNER.
6.3 The Contractor is required to clean and remove the labour camp/contractor site
structures, and clean
and level the ground on which the labour camp was constructed of all debris, concrete and
extraneous materials, and leave it leveled with layer of murum prior to issue of the Final Completion
Certificate by SPV/NABCONS/OWNER and certification of the Final Bill for payment, which shall
be withheld till this requirement is fulfilled by the Contractor on receiving order from the
SPV/NABCONS/OWNER to remove his structures at site.
7 Delays, Extension of time and Amendments to Construction Program / Time Schedule.
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If in the opinion of the SPV/NABCONS/OWNER, the work gets delayed because of any of the
following reasons or of combination there:
a) Delays on part of other Contractor/tradesmen engaged by the SPV/NABCONS/OWNER
b) Delay due to late supply of drawings, details and clarification on discrepancies / ambiguities
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8
in the drawings.
c) Delay in the supply of materials to be issued by the SPV/NABCONS/OWNER.
d) Instructions by the SPV/NABCONS/OWNER for the suspension of the work on account of
some reason/s not attributable to the Contractor.
e) Increase in the final value of the contract beyond the original value of the contract envisaged
during award of the work.
f) Other causes which the SPV/NABCONS/OWNER may certify as beyond the control of the
Contractor.
The SPV/NABCONS/OWNER may, upon written request along with full justification from the
Contractor, within 14 days of happening of any of the above events, give a fair and reasonable
extension of time for completion of the contract work. Such extension of time has been termed as
"Authorized Extension of Time" and the Contractor is not entitled to claim any loss / compensation /
damages for such period of extension.
A) Liquidated Damages
In case of delay in the completion of works beyond the contract period together with authorized
extension of time or beyond the milestones dates set in the schedule of work submitted by
Contractor, Contractor will be levied " Liquidated damages" at the rate of 0.5% of the value of work
done per week with upper limit of 5% of the total value of the work done. Liquidated damages, as
above if applicable, shall be levied and may be recoverable from the Contractor by deduction from
bills / retention money or otherwise.
All sums recoverable from the Contractor by way of "Liquidated damages" as stated above shall be
considered as reasonable compensation / liquidated damages to be applied in favor of the
SPV/NABCONS/OWNER without reference to the actual, loss or damage sustained / to be sustained
by the company.
A week shall be a period of seven days beginning from Monday to Sunday and part of the week shall be
deemed as full week for computation of liquidated damages to be levied as above.
Another penalty will be levied if contractor does not satisfy the requirements as mentioned in the
tender like submission of Daily Progress Report, Monthly Progress Reports, material testing,
appointment of engineering staff etc. The penalty amount will be equal to the amount spent by
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SPV/NABCONS/OWNER on relevant account. The SPV/NABCONS/OWNER’s decision will be final
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and binding on contractor. Penalty amount may be recovered from RA bills or final bill of contractor.
9. Successful Tender shall comply with the following conditions without any extra cost.
9.1 Clearing the work site of all trees, shrubs, grass or any vegetation and maintain the work site
in the same condition till it is handed over to the SPV/NABCONS/OWNER.
All unused material, wastage, debris, rubbish, rejected materials or work etc. which accumulates on site during progress of work and on completion of work shall be cleared and carted away from site after approval of the Consultants/ Client.
9.2 The Contractor Shall unload all materials, equipment, plant etc. brought on site strictly in accordance
with the instructions of the Consultants.
10. INSURANCE
Shall indemnify the SPV/NABCONS/OWNER and lodge approved copy of insurance policy exclusively covering the project under reference for all the risks, liabilities, accidents, etc. at his cost. The Insurance policy shall cover: -
I. Workmen's compensation liabilities for all workers in direct employment and those of the
subcontractors, under workmen's compensation Act, in force.
II. Third party insurance in respect of injury to persons and damages to property arising out of
Accidents, fire, earthquakes, floods etc. at work site.
III. Contractor’s All Risk (CAR) Policy from the nationalized insurance company of adequate value
(including cost of materials supplied by the clients) to cover damages and loss of property and
persons in the name of client and contractor on the basis of supporting documents as required
by the insurance company. The policy shall be in force throughout the period of construction
including extended time.
IV. Employees state insurance
The Contractor shall register himself, his company, and his sub-Contractor with the relevant state
labour Commissioner's Dept. Under the relevant state contract Labour (Regulation and Abolition)
Act and shall abide by the provisions of the said Act in force, during the tenure of this Contract and
must consider that the minimum wage act (along with its rules and annexure) shall apply for
payment to labour.
V. No Child Labour below 18 years of age, shall be employed by the contractor on words.
11. SUBMISSION OF BILLS (PROCEDURE)
Periodical Bills shall be submitted by the Contractor in the following manner: -
1) The bills and supporting measurements sheets shall be on proper letterheads and in the same form as that of schedule of quantities.
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2) The bill should be supported by: -
a) Relevant measurements from Master Measurement Book/s on site, jointly recorded and certified by the Consultants.
b) Material issue and recovery statement certified by the Consultants
12. MODE OF PAYMENT:
1) 10% Advance against advance bank guarantee of 10% of Contract Value.
2) 75% payment may be made on submission of R.A. bill only after recommendation by
SPV/NABCONS/OWNER and remaining 15% will be released after detailed checking including
necessary deductions if any, scrutiny of quantities and other verifications.
3) Minimum amount of R.A. bill shall be Rs. 100 lakhs except final bill.
4) The final bill shall be submitted by the Contractor within one month of the date of virtual completion
certificate furnished by SPV/NABCONS/OWNER otherwise the certificate of measurements and
total amount payable for the work accordingly shall be final and binding on all the parties.
13. VALIDITY OF TENDER
The tender shall be valid for 30 (Thirty) days from the due date. This period can be extended
further, with the consent of the tender. If the Tender withdraws or modifies his tender within the
said validity period of 30 days or extended period, as the case may be, the earnest money
deposited by him will be forfeited.
14. DEVIATED/ EXTRA ITEMS:
The Client may order the Contractor to do any item of work, that needs to be carried out for
completion of work, even if the same is not included in the Itemized Probable Schedule of
Quantities' of the tender documents, as an extra item of work and the Contractor shall be bound to
comply with such order of the Client, expeditiously. The rates for all such Deviated / Extra items
of work shall be valued in the manner and in the following order of preference
i) At rates or prices deduced from the accepted tendered rates, as far as the rate of the item can be
derived from an existing tender items.
ii) In case an extra item or a part thereof cannot be deduced on the above basis, the same will be
valued on the basis of the wages of actual labour expended and the market rates of materials
actually incorporated in the work, subject to verification of all necessary vouchers and documents,
as are
necessary, in the opinion of the Consultants for proper assessment / analysis of rates
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The Contractor shall get certification of Measurements and quantities of extra items as soon as the
particular item is completed. Payment of extra items will be certified along with final bill only after
completion of the project.
15. PROGRAM CHART, PLANNING OF WORKS THE CONTRACTOR SHALL PREPARE A BAR
CHART (MS PROJECT FILE)
Selected Contractor shall discuss in detail the work to be carried out and prepare detailed bar chart
in MS PROJECT on Computer and submit two copies to the SPV/NABCONS/OWNER within 14
days from award of contract. The bar chart shall indicate the expected date of commencement and
completion of each of the items of the work, interrelations (dependency) of activities. The Contractor
shall submit two copies of monthly progress report to Consultants as per the format given by the
Consultant in the first week of succeeding month.
If contractor failed to submit Bar chart in specified time (As mentioned above), Client will get it done
from other agency at contractor’s cost.
The Contractor’s engineer shall write daily works progress report in the format given by the
Consultants and submit copy to the Consultants and the Client.
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8. GENERAL CONDITIONS
1. DEFINITION OF TERMS
A. These contract documents as herein defined where the context so admits, the following words and
expressions will have the following meanings:
The "OWNER" means The Director, M/s. Specialised SRK Foods Private Limited, Thatiguntapalle
Village, Valmikipuram (Vayalpad) Taluk, Chittoor Dist., Andhra Pradesh- 517277 India, their
successors or assigns.
B. The Site Leader/Manager, the person designated as such by SPV/NABCONS/OWNER shall
expressly authorized by SPV/NABCONS/OWNER to act for and on its behalf for completion of this
contract
C. The 'Work' shall mean the works to be executed in accordance with the contract or part thereof as
the case may be and shall include extra, additional, altered or substituted works as required for
purpose of the contract.
D. The 'Permanent Work' means and includes works which will be incorporated in and form a part of
the work to be handed over to the SPV/NABCONS/OWNER by the Contractor incompletion of the
contract
E. The 'Site' means the areas on which the permanent works are to be executed or carried out and
any other places provided by the OWNER for purpose of the contract.
F. The Contractor* means the person or the persons, firm or company whose tender has been
accepted by the SPV/NABCONS/OWNER and includes the Contractor's legal representative or his
successors and permitted assignee.
G. The 'Contract Document' means collectively the Tender Document, Designs Drawings,
Specifications, agreed variations, if any & any such other documents constituting the tender and
acceptance thereof.
H. The 'Construction Equipment' means all tools / tackles, machinery and equipment of whatsoever
nature for the use or for the execution, completion, operation or maintenance of the work unless
intended to form part of the permanent work.
I. The 'Sub-Contractor' means any person or firm or company (other than the Contractor) to whom
any part of the work has been entrusted by the Contractor, with the prior written consent of the
" & Architect Consultant" and the legal representatives, successors and permitted assignee of such
person, firm or company.
J. He 'Contract' shall mean the Agreement and subsequent additions / revisions between the
SPV/NABCONS/OWNER and the Contractor for the execution of the works including all contract
documents therein.
K. Estimated contract value / Total contract value shall mean the amount referred to in the agreement.
L. Final Contract value shall mean the amount of the final bill as certified by the "
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SPV/NABCONS/OWNER".
M. The 'Specification' shall mean the various technical specifications attached and referred to in the
tender documents. It shall also include the latest editions, versions, including all addenda /
corrigenda or relevant Indian Standard Specifications published before entering into contract.
N. The 'Drawings' shall include maps, plans and tracings or prints thereof with modifications approved
in writing by the "SPV/NABCONS/OWNER " and such other drawings as may, from time to time,
be furnished or approved in writing by the "SPV/NABCONS/OWNER " / Project Manager.
O. The Tender' / 'Bid' means the 'tender* / 'bid' submitted by the Contractor for acceptance by the
SPV/NABCONS/OWNER
P. The 'Alteration Order' means an order given in writing by the "SPV/NABCONS/OWNER
Consultant" to effect additions to or deletion from and alterations in the works.
Q. The 'Completion Certificate' shall mean the certificate to be issued by the
SPV/NABCONS/OWNER" when the works have been completed in all respects to his entire
satisfaction
R. The Period of Liability' in relation to a work means the specified period from the date of issue of
completion certificate up to the date of issue of final certificate during which the Contractor stands
responsible for rectifying all defects that may appear in the works.
2 GENERAL INFORMATION
2.1 Location of Site and Accessibility
The subject site is located at M/s. Specialised SRK Foods Private Limited, Thatiguntapalle Village,
Valmikipuram (Vayalpad) Taluk, Chittoor Dist., Andhra Pradesh- 517277
The intending tendered should inspect the site and make himself familiar with site conditions and
available communication facilities. He should also familiarize himself with line, levels of land, &
topography, underground drains, soil conditions, etc.
2.2 Scope of Work
The scope of work is defined under 'Scope of Work' given separately along with these documents.
The Contractor shall provide all necessary materials, equipment, labour etc. for the satisfactory
execution and maintenance of the work till completion unless otherwise specifically mentioned in
these tender documents. All materials that go with the work (along with source & manufacturer
etc. as the case may be) shall be approved by " SPV/NABCONS/OWNER" prior to its procurement
and use.
2.3. Water and Power Supply
Contractor has to make its own arrangements, with DG or State electricity board.
2.4 Site Office:
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Contractor shall construct the Temporary Site Office at his own cost and dismantle the same
inclusive of cleaning of site after completion of entire project, as per
SPV/NABCONS/OWNER instructions.
3 SUBMISSION OF TENDER
3.1. Tenders must be submitted through Tendering Process & in original one copy without making any
additions, alterations and as per details given in other clauses given hereunder the requisite details
shall be filled in by the Contractor in the tender document the rates shall be filled in the schedule given
in this tender document. Reservations, if any, regarding the tender conditions and schedule of rates
should be clearly brought out in a separate letter.
3.2. Covering letter in prescribed format as per the "Performa of Bidders covering letter for submitting the
tender" as included in the tender documents along with its enclosures accompanying the tender
document and all further correspondence shall be submitted in duplicate.
4 DOCUMENTS (Tender)
4.1. All pages to be initialed by the tender as a confirmation of having read & got acquainted with the
tender documents.
4.2. Rates in Figures and Words:
The tender should quote in English, both in figures as well as in words, the rates and amounts
tendered by him in the schedule of rates for each item and in such a way that alteration is not
possible. In case the quoted rates in figures and words does not match each other than the lowest
rates of the two will be considered as valid, the amount for each item should be worked out and
entered and requisite total given of all items both in figures and words. The tendered amount for the
work shall be entered in the tender and duly signed by the tender.
4.3. Correction and Erasures
All corrections and alterations in the entries offender paper will be signed in full by the tender with
date. No erasures or overwriting are permissible.
4.4. Signature of Tender/s
The tender shall contain the details of name/s, residential addresses and place of business of the
person or persons responding to the tender and shall be signed by tender with his usual signature.
Partnership firms shall furnish the full names of all the partners in the tender. It should be signed in
the partnership's name by all the partners or by duly authorized representative followed by the name
and designation of the person signing. Tender by a corporation shall be signed by an authorized
representative and a power of attorney in that behalf shall accompany the tender. A copy of the
constitution of the firm and names of all partners shall be furnished.
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4.5. Details of Experience.
The tender should enclose documents to support his claim that he has previous experience in having
successfully completed in the recent past, works of similar nature.
5. TRANSFER OF TENDER DOCUMENTS
Transfer of tender documents purchased by one intending tender to another is not permissible under
any circumstances and any such attempt will render the tender void.
6. EARNEST MONEY
The intending tender shall along with tender deposit with the SPV/NABCONS/OWNER as Earnest
Money, a sum as set out in clause of special conditions as a guarantee of good faith, which amount
shall be forfeited as liquidated damages in the event of any evasive refusal or delay in signing the
contract within stipulated time of signing of agreement as mentioned in the tender.
The EMD deposits of the unsuccessful tenders will be returned without interest, within 60 days after
a decision is taken regarding the award of the contract.
The earnest money of the successful tender will be adjusted towards security deposit. A tender not
accompanied by earnest money deposit will not be considered and rejected forthwith.
7. VALIDITY
As set out in clause of special conditions.
8. ADDENDA / CORRIGENDA
Addenda / Corrigenda to the tender documents may be issued to effect modifications in the design
or contract terms. All addenda / corrigenda issued shall become part of tender documents.
9 RIGHT OF SPV/NABCONS/OWNER TO ACCEPT OR REJECT TENDER
The right to accept or reject the tender will rest entirely with the SPV/NABCONS/OWNER. The
SPV/NABCONS/OWNER, however, does not bind himself to accept the lowest tender, and reserves
to himself the authority to reject any or all the tenders received without assigning any reason
whatsoever. The whole work may be split up between two or more Contractors or accepted in part
and not entirely if considered expedient and deemed fit by the SPV/NABCONS/OWNER under the
circumstances prevailing at the time of acceptance of the tender. No exception to this clause shall
be entertained.
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10 TIME SCHEDULE
The time allowed for carrying out the job is as shown in this document. This shall be signed and
submitted along with the tender. Requests for revision for construction time after tenders are
opened will not be received for consideration.
11 COLLECTION OF DATA IS TENDERERS RESPONSIBILITY
The tendered shall visit the site and acquaint himself fully of the site and no claims whatsoever will
be entertained on the plea of ignorance or difficulties involved in execution of work or
transportation of materials.
12 SIGNING OFTHE CONTRACT
The successful tender shall be required to execute an agreement in the Performa attached with
tender document within thirty days of the receipt by him of the notification of acceptance offender.
In the event of failure on the part of the successful tender to sign the agreement within the above
stipulated period, the earnest money / initial security deposit / initial deposit will be forfeited and
the acceptance of the tender shall be considered as cancelled.
13 CO-ORDINATION OF WORK
The "SPV/NABCONS/OWNER" shall co-ordinate the works of various agencies engaged at site
to ensure minimum disruption of work carried out by different agencies. It must be the
responsibility of the Contractor to plan and execute the work strictly in accordance with site
instructions to avoid hindrance to the work being executed by all other agencies.
14 INTERPRETATION OF CONTRACT DOCUMENT
14.1 Except if and to the extent otherwise provided by the contract, the provisions of the general
conditions of contract and special conditions shall prevail over those of any other documents
forming the contract are to be taken as mutually explanatory and should there be any discrepancy,
inconsistency, error or omission in the contract, the matter may be referred to
1
"SPV/NABCONS/OWNER' who shall give his decision and issue to the Contractor instructions
directing in what manner the work is to be carried out. The decision of the
"SPV/NABCONS/OWNER" shall be final and conclusive and the Contractor shall carry out work
in accordance with this decision.
14.2 Works shown upon the drawing but not mentioned in the specifications or described in the
specifications without being shown on the drawings shall nevertheless be held
to be included in the same manner as if they had been specifically shown upon the drawings and
described in the specifications.
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15 MATERIALS AND WORKMANSHIP
The materials, design and workmanship shall satisfy the latest revisions of relevant Indian
Standards, the job specifications contained herein and codes referred to. Where the job specifications
stipulate requirements in addition to those contained in the standard codes and specifications, these
additional requirements shall also be satisfied. In case, relevant Indian standards are not available, it
shall satisfy the equivalent British or American standards.
16 CONTRACTOR TO OBTAIN HIS OWN INFORMATION
The Contractor in fixing his percentage on rates shall for all purposes whatsoever be deemed to have
himself independently obtained all necessary information for the purposes of preparing this tender.
No verbal agreement or inference from conversation with any officer or employee of the
SPV/NABCONS/OWNER either before or after the execution of the contract agreement shall in any
way affect or modify any of the terms of obligations herein contained.
17.1 SECURITY DEPOSIT
17.1. The successful tender will be required to furnish Security Deposit. The earnest money deposit
furnished by the successful tender will be adjusted against the security deposit within 7 days of award
of work (i.e. Work Order / issue of Letter of Intent by the SPV/NABCONS/OWNER) No interest will be
paid to the Contractor on the security deposit for entire period for which it will remain with the
SPV/NABCONS/OWNER.
17.2. If the Contractor / sub-Contractor or their employees shall break, deface or destroy any property
belonging to the SPV/NABCONS/OWNER or others during the execution of the contract, the same
shall be made good by other agencies and the SPV/NABCONS/OWNER will recover expenses from
the Contractor (for which the certificate of the " & SPV/NABCONS/OWNER" shall be final). These
expenses shall be recovered from contractors R.A. Bills or from Security Deposit.
17.3. All compensation or other sums of money, payable by the Contractor to the
SPV/NABCONS/OWNER under terms of this contract may be deducted from or paid by the sale of
a sufficient part of his security deposit or from any sums which may be due or may become due from
the SPV/NABCONS/OWNER to the Contractor on any account whatsoever and in the event of his
security deposit being reduced by reasons of any such deductions or sale as aforesaid, the
Contractor shall within seven days thereafter make good in cash or bank drafts endorsed as
aforesaid any sum or sums which may have been deducted from or realized by sale of his security
deposit, or any part thereof, no interest shall be payable on the sum deposited as security deposit.
17.4. The security deposit shall be held by SPV/NABCONS/OWNER as security for the due performance
of the Contractor's obligations under the contract.
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17.5. The security deposit shall be refunded to Contractor as set out in Clause of Special Conditions of
Contract, i.e. refunded after defects & liability period of 12 Months.
18. RETENTION MONEY
A sum as set out in Clause of Special Conditions of Contract will be retained by the
SPV/NABCONS/OWNER as retention money. This amount will be deducted progressively from each
running bill of the Contractor by the SPV/NABCONS/OWNER. The retention money will not bear any
interest.
19. TIME OF PERFORMANCE
The work covered by this contract shall be commenced immediately after the receipt of the letter of
acceptance of tender and be completed in stages on or before the date mentioned in the time
schedule of completion of work. The Contractor should bear in mind that TIME IS THE ESSENCE of
this agreement. Request for revision of construction time after tenders are opened will not receive any
consideration from the SPV/NABCONS/OWNER.
20. LIQUIDATED DAMAGES
20.1. LIQUIDATED DAMAGES
The time allowed for carrying out the work as entered in the contract, shall be strictly observed by the
Contractor. The work shall throughout the stipulated period of the contract be proceeded with all the
diligence (time being deemed to be the essence of the contract), and the Contractor shall pay to the
SPV/NABCONS/OWNER as and by way of liquidated damages as set out in Clause of Special
Conditions of Contract for every week that the work may remain incomplete as per the time schedule
subject to Rs. 20,000/- per day, after which period action will be taken by the
"SPV/NABCONS/OWNER" under provisions of the contract.
21. FORFEITURE OF SECURITY DEPOSIT
Whenever any claim against the Contractor for the payment of a sum of money arises out of or under
the contract, the SPV/NABCONS/OWNER shall be entitled to recover such sum by appropriating in
part or whole of the security deposit of the Contractor. In case, the security deposit is insufficient then
the balance or the total sum recoverable, as the case may be shall be deducted from any sum then
due to which at any time thereafter may become due to the Contractor. The Contractor shall pay to
the SPV/NABCONS/OWNER on demand any balance remaining due.
22. ACTION WHEN WHOLE OF SECURITY DEPOSIT IS FORFEITED
In case under any clause or clauses of this contract the Contractor shall have forfeited the whole of the
security deposit (whether paid in one sum or deducted by installment) or have committed a breach of
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any of the terms contained in this contract, the SPV/NABCONS/OWNER shall have power to adopt
any of the following course of actions as he may deem best suited to his interest.
a) To rescind the contract (for which SPV/NABCONS/OWNER's written rescission notice to the
Contractor shall be conclusive evidence) in which case the security deposit of the Contractor shall
stand forfeited and be absolutely at the disposal of the SPV/NABCONS/OWNER without prejudice
to the rights of the SPV/NABCONS/OWNER to claim damages from the Contractor.
b) To employ and pay the labour and to supply materials to carry out the work or any part of the work,
debiting Contractor with the cost of labour, cost of tools and plants and equipment charges, the cost
of the materials for which a certificate of the "SPV/NABCONS/OWNER" shall be final and conclusive
against the contract and 10% of the costs as above to cover all departmental charges, then crediting
him with the value of the work done in all respects in the same manner and at the same rates as if
it had been carried out by the Contractor under the terms of his contract. The certificate of
SPV/NABCONS/OWNER" as to the value of the work done shall be final and conclusive against the
contract.
c) To measure up the work of the Contractor and to take such part thereof as shall be un- executed out
of his scope to give it to another Contractor to complete in which case any expenses which may be
incurred in excess of the sum which would have been paid to the original Contractor, if the whole
work had been executed by him (of the amount of which excess, the certificate in writing of the
"SPV/NABCONS/OWNER" shall be final and conclusive) shall be borne and paid by the original
Contractor and may be deducted from any money due to him by the SPV/NABCONS/OWNER under
the contract or otherwise from his security deposit or from the proceeds of sale thereof, or a sufficient
part thereof in the event of any of the above course of actions being adopted by the
SPV/NABCONS/OWNER, the Contractor, shall have no claim to compensation for any loss sustained
by him by reason of his having purchased or procured any materials or entered into any agreements
or made any advances on account of or with a view to the execution of the work of the performance
of the contract, in case the contract shall be rescinded under the provision aforesaid the Contractor
shall not be entitled to recover or be paid any sum to any work actually performed under this contract
unless the "SPV/NABCONS/OWNER" will certify in writing the performance of such work, and the
value payable in respect thereof and he shall only be entitled to be paid the value certified.
23 NO COMPENSATION FOR ALTERATION IN OR RESTRICTION OF WORK
If at any time after the commencement of the work, the SPV/NABCONS/OWNER shall for any reason
whatsoever not require the whole or part thereof as specified in the tender to be carried out, the
"SPV/NABCONS/OWNER" shall give notice in writing of the fact to the Contractor, who shall have no
claim to any payment or compensation whatsoever on account of any profit or advantage which he
might have derived from the execution of the work in full, but which he did not having been carried
out; neither shall have any claim for compensation by reason of any alterations having been made in
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the original specifications drawings, design and instructions which shall involve any curtailment of the
work as originally contemplated.
24. SUB-LETTING OF WORK
(i) No part of the contract nor any share of interest thereof shall in any manner or degree be transferred,
assigned, sublet by the Contractor directly or indirectly to any firm or corporation whatsoever except
as provided for in the succeeding sub-clause without the consent in writing of the
SPV/NABCONS/OWNER.
(ii) Sub - Contracts for Works, etc.
For execution of any part of the work at site the SPV/NABCONS/OWNER may give his written consent
/ approval for sub-contracting such part of the work for which the main Contractor desires to enter into
provided the main Contractor submits such individual sub-contract to the "SPV/NABCONS/OWNER"
before being finalized for his approval.
(iii) Contractor's liability not limited by Sub-Contractors Notwithstanding any subletting with such approval
as aforesaid and notwithstanding that the " SPV/NABCONS/OWNER" shall have received copies of
any sub-contracts, the Contractor shall be and shall remain solely responsible for the quality and
proper and expeditious execution to the works and the performance of all the conditions of the contract
in all respects and in such subletting or sub-contracting had not taken place and as if such work has
been done directly by the Contractor.
SPV/NABCONS/OWNER may Terminate Sub-Contracts. If any sub-Contractor engaged upon the
works at the site executes any work which in the opinion of the "SPV/NABCONS/OWNER" is
not in accordance with the contract documents, the SPV/NABCONS/OWNER may write notice
to the Contractor asking him to terminate such sub-contract and the Contractor upon the receipt
of such notice shall terminate such sub-contract and the latter shall forthwith leave the works,
failing which the SPV/NABCONS/OWNER shall have the right to remove such sub- Contractors
from the site as deemed fit by them
RIGHTS OF VARIOUS INTERESTS:
The SPV/NABCONS/OWNER reserves the right to distribute the work between more than one Contractor.
The Contractor shall co-operate with the SPV/NABCONS/OWNERs and afford other Contractors
reasonable opportunity for access to the works, for the carriage and storage of materials and
execution of their works.
RIGHT OF SPV/NABCONS/OWNER TO DETERMINE / TERMINATE CONTRACT
(i) SPV/NABCONS/OWNER shall, at any time, be entitled to determine and terminate the contract, if in
the opinion of the SPV/NABCONS/OWNER the cessation of the work becomes necessary for any
cause whatsoever, in which case the cost of approved materials at the site as verified and approved
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by " SPV/NABCONS/OWNER" and of the value of the work done to date by the Contractor shall be
paid for in full at the rates specified in the contract. A notice in writing from the
SPV/NABCONS/OWNER to the Contractor of such determination and termination and the reason,
thereof shall be conclusive proof of the fact that the contract has been so determined and terminated
by the SPV/NABCONS/OWNER.
25. DRAWINGS, DESIGNS ETC. PROPERTY OF SPV/NABCONS/OWNER
All drawings, blue prints, tracings, reproducible, models, plans, specification and copies thereof,
furnished by the SPV/NABCONS/OWNER as well as drawings, tracings, reproducible, plans,
specifications, design calculation, etc. prepared by the Contractor for the purposes of execution of
works covered in or connected with the contract shall be the property of the SPV/NABCONS/OWNER
and shall not be used for any other work but are to be delivered to the SPV/NABCONS/OWNER on
completion of the contract. Where so desired by " SPV/NABCONS/OWNER", the Contractor agrees
to respect the secrecy of any document, drawing, etc. issued to him for the execution of the contract,
and restrict access to such documents, drawings, etc. to the maximum and further the Contractor
agrees to maintain an individual secrecy having access to such documents, drawings, etc. In any
event the Contractor shall not issue drawings and documents to any other agency or individual without
the written approval of " SPV/NABCONS/OWNER".
26. EXECUTION OF WORKS
26.1. All the works shall be executed in strict conformity with the provisions of the contract Documents
and with such explanatory detailed drawings, specifications and instructions as may be furnished from
time to time to the Contractor by the " SPV/NABCONS/OWNER" whether mentioned in the contract
or not. The Contractor shall be responsible for ensuring that the works throughout are executed in
the most substantial, proper and workmanlike manner, with the quality of material and
workmanship in strict accordance with the specifications and to the entire satisfaction of the
"SPV/NABCONS/OWNER".
26.2. Wherever it is mentioned in the specifications that the Contractor shall perform certain
work or provide certain facilities / materials, it is understood that the Contractor shall do
so at his cost.
27 The materials, design and workmanship shall satisfy the latest revisions of relevant Indian standards
and any other as specified, the job specifications contained herein and codes referred to, where the
job specifications stipulate requirements in addition to those contained in the standards & codes and
specifications, these additional requirements shall also be satisfied. In case relevant Indian standards
are not available it shall satisfy the equivalent British or American standards.
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28. WORK IN MONSOON AND DEWATERING
28.1. The completion of the work may entail working in the monsoon also. The Contractor must maintain
a minimum labour force as may be required for the job j and plan and execute the construction and
erection according to the prescribed I schedule. No extra rate will be considered tor such work in
monsoon.
28.2. During the monsoon and other period it shall be the responsibility of the Contractor to keep the
construction work site tree from water logging at his own cost.
29. WORK ON SUNDAYS, HOLIDAYS & AFTER DUSK TIME
Under unavoidable circumstance or as per requirements of specific site conditions if it becomes
necessary to carry out work on Sundays, holidays or after dusk time the Contractor will approach the
" SPV/NABCONS/OWNER" or his representative normally two days in advance and obtain necessary
permission in writing. The Contractor to make all the necessary arrangements for work to proceed in
workmanlike manner solely at his risk and cost during the aforesaid circumstance.
30. GENERAL CONDITIONS FOR CONSTRUCTION AND ERECTION WORK
30.1. The Contractor shall submit to the SPV/NABCONS/OWNER reports at regular intervals regarding
the state and progress of work. The details and Performa of the report will mutually be agreed after
the award of contract.
30.2. For filling material Contractor should identify the source of the quarry and alter
conducting the necessary testing of the materials recommended for the fill material must obtain the
necessary permissions from the concerned local authorities for quarrying activities by making
arrangements for paying the royalties and produce the Royalty certificate to the "
SPV/NABCONS/OWNER". Any fill material reaching the site from unauthorized quarries will be
rejected.
30.3. Also in case of disposal of surplus excavated earth outside the territories of the site necessary
permissions from the concerned local authorities should be obtained in advance by the Contractor for
allowing him to dispose off such- excavated materials.
31. DRAWING TO BE SUPPLIED BY THE CONTRACTOR
31.1. Where drawings are attached with tender, these shall be for the general guidance of the
SPV/NABCONS/OWNER to enable him to visualize the types of work contemplated and scope of
work involved. The SPV/NABCONS/OWNER will be deemed to have studied the drawings and
acquainted himself about the work involved. Detailed working drawings on the basis of which actual
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execution of the work is to proceed will be furnished in duplicate from time to time during the progress
of the work. The SPV/NABCONS/OWNER shall be deemed to have gone through the drawings,
supplied to him thoroughly and carefully and conjunction with all other connected drawings and bring
to the notice of the "Both Contractor & SPV/NABCONS/OWNER" discrepancies, if any, therein before
actually carrying out the work. Copies in good and readable condition of all detailed working drawings
relating to the works shall be kept at the Contractor's office on the site and shall be made available to
the " SPV/NABCONS/OWNER" at any time during the contract. The drawings and other documents
issued by the Contractor shall be returned to the SPV/NABCONS/OWNER on completion of the
works.
32 DRAWINGS TO BE SUPPLIED BY THE CONTRACTOR
Where approval of drawings before manufacture / construction / fabrication has been specified, it
shall be Contractor's responsibility to have these drawings prepared as per the directions of
"SPV/NABCONS/OWNER" and get them approved before proceeding with manufacture /
construction / fabrication as the case may be. Any changes that may have become necessary in these
drawings during the execution of the work shall have to be carried out by the Contractor to the
satisfaction of "SPV/NABCONS/OWNER", at no extra cost. Contractor to prepare and get approval
from the "SPV/NABCONS/OWNER" following drawings well in advance so as not to hinder the
progress of work as the case may be.
(i) Bar-bending schedule for all RCC items.
(i) Fabrication drawings for structural steel work
(ii) "As-Built-Drawings" of all structures etc.: After completion of the Project the Contractor shall
mark as approved by the "SPV/NABCONS/OWNER", all deviations on two sets of prints
and submit the same to the Design Office for incorporation of the said deviations in the
Original Tracings and in Electronic Files. These drawings duly approved by the
"SPV/NABCONS/OWNER" shall necessarily be submitted by the Contractor latest along
with his final bills or at an earlier date.
33. SETTING OUT WORKS
The "SPV/NABCONS/OWNER" shall furnish the Contractor with only the four corners of the work
site and a level bench mark and the Contractor shall set out the works and shall provide an
efficient staff for the purpose and shall be solely responsible for the accuracy of such setting out.
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34. RESPONSIBILITY FOR LEVEL AND ALIGNMENT
The Contractor shall be entirely and exclusively responsible for the horizontal and vertical
alignment, the levels and the correctness of every part of work and shall rectify any errors or
imperfections herein. Such rectifications shall be carried out by the Contractor, at his own cost,
when instructions are issued to that effect by the "SPV/NABCONS/OWNER".
35. MATERIAL TO BE SUPPLIED BY THE CONTRACTOR
The Contractor shall procure and provide the whole of the materials required for the construction
including tools, tackles, construction plant and equipment for the completion and maintenance
of the work except the materials which will be issued by SPV/NABCONS/OWNER and shall
make his own arrangement for procuring such materials and for the transport / storage thereof.
The SPV/NABCONS/OWNER may give necessary-recommendation to the respective authority
if so desired by the Contractor but assumes no further responsibility of any nature. The
SPV/NABCONS/OWNER will insist on the procurement of all materials conforming to I.S. or
relevant standard and from reputed suppliers. Samples where applicable shall be got approved
from the "SPV/NABCONS/OWNER". All equipment makes to be got approved prior to
procurement. All materials procured should meet the specifications given in the tender
document. The "SPV/NABCONS/OWNER" may, at his discretion, ask for samples and test
certificates for any batch of any materials procured. Before procuring, the Contractor should get
the approval of "SPV/NABCONS/OWNER" for any material to be used for the works.
36. DISCREPANCIES BETWEEN INSTRUCTIONS
Should any discrepancy occur between the various instructions furnished to the Contractor, his
agents or staff or any doubt arises as to the meaning of any such instructions or should there be
any misunderstanding between the Contractor's staff and the " SPV/NABCONS/OWNER's staff,
the Contractor shall refer the matter immediately in writing to the " SPV/NABCONS/OWNER"
whose decision thereon shall be final and conclusive and no claim for losses alleged to have
been caused by such discrepancies between instructions doubts or misunderstanding shall in
any event be admissible.
37. INSPECTION OF WORKS
The " SPV/NABCONS/OWNER” will have full power and authority to inspect the works at any
time wherever in progress, either in the site or at the Contractor's premises/workshops wherever
situated, premises / workshops of any person, firm or corporation where materials are being made
or are to be supplied, and the Contractor shall afford or procure for the " SPV/NABCONS/OWNER"
every facility and assistance to carry out such inspection. The Contractor shall at all time during
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the usual working hours and at all other times at which reasonable notice of the intention of the
"SPV/NABCONS/OWNER" or his representative to visit the works shall have been given to the
Contractor, the Contractor, either himself be present to receive orders and instructions or have a
responsible agent duly accredited in writing be present for the purpose. Orders given to the
Contractor's agent shall be considered to have the same force as if they have been given to the
Contractor himself. The Contractor shall give not less than seven days notice in writing to the
"SPV/NABCONS/OWNER" before covering up or otherwise placing beyond reach of inspection
and measurement any work in order that the same work may be inspected and measured. In the
event
of breach of above the same shall be uncovered at Contractor's expense for carrying out such
measurement or inspection. No material shall be dispatched from the Contractor's works before
obtaining the approval in writing of the "SPV/NABCONS/OWNER". The Contractor is to provide
at all times, during the progress of the work and the maintenance period, proper means of access
with ladders, gangways and scaffoldings, etc. and the necessary attendance to move and adopt
as directed for inspection or measurement recording etc. of the works by the
"SPV/NABCONS/OWNER". Contractor shall confirm in writing after necessary testing at his
expenses the quality / acceptability or material provided by SPV/NABCONS/OWNERs. No reason
of material quality being poor will be acceptable after this written acceptance has been given by
the Contractor.
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38.
39.
39.
40.
ASSISTANCE TO THE "SPV/NABCONS/OWNER
The Contractor shall make available to the "SPV/NABCONS/OWNER" free of cost all necessary
instructions and assistance in checking of setting out of works and in checking of any works made
by the Contractor for the purpose of setting out and taking measurements of work.
TESTS FOR QUALITY OF WORKS
All workmanship shall be of the best respective kinds described in the contract documents and in
accordance with the instructions of the "SPV/NABCONS/OWNER" and shall be subjected from
time to time to such tests at Contractor's cost as the " SPV/NABCONS/OWNER” may direct at the
place of manufacture of fabrication, or on the site, or at all or any such places. The Contractor
shall provide assistance, instructions, labour and materials as are normally required for examining,
measuring and testing any workmanship as may be required and selected by the
"SPV/NABCONS/OWNER". Testing of R.C.C. cube regularly at each stage of R.C.C. work.
Testing of all building materials on site.
SAMPLES
The Contractor shall furnish to the "SPV/NABCONS/OWNER" for approval when required, or if
required by the specifications, adequate samples of all materials and finished goods to be used in
the work. Such samples shall be submitted before the work is commenced and in ample time to
permit test and examinations thereof. All materials furnished and applied in actual work shall be
fully equal to the approved samples.
ACTION AND COMPENSATION IN CASE OF BAD WORK
If it shall appear to the "SPV/NABCONS/OWNER" that any work has been executed with unsound,
imperfect or unskilled workmanship or with materials of any inferior quality or that any materials
or articles approved by the Contractor for the execution of the work are unsound or of a quality
inferior to that contracted for, or otherwise not in accordance with the contract, the Contractor shall
on demand in writing from the " SPV/NABCONS/OWNER" or his authorized representative
specifying the work materials or articles complained of, notwithstanding that the same may have
been inadvertently passed, certified and paid for, forthwith rectify or remove and reconstruct the
work to specified standards and provide other proper and suitable materials or articles at his own
charge and cost, and in the event of failure to do so within a period to be specified by the
"SPV/NABCONS/OWNER" in his demand aforesaid, the Contractor shall be liable to pay
compensation at the rate of 0.5% of contract value per week while his failure to do so continues,
and in the case of any such failure the "SPV/NABCONS/OWNER" may on expiry of notice period
rectify or remove and re-execute the work or remove and replace with others, the materials or
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articles complained of as the case may be, at the risk and expense in all respects of the Contractor.
The
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decision of the "SPV/NABCONS/OWNER" as to any question arising under this clause shall be
final and conclusive.
41. POSSESSION PRIOR TO COMPLETION
The "SPV/NABCONS/OWNER" shall have the right to take possession of or use any completed or
partially completed work or part of the work. Such possession or use shall not be deemed to be final
acceptance of any work completed in accordance with the contract agreement. If such prior
possession or use by the "SPV/NABCONS/OWNER" delays the progress of work, equitable
adjustment in the time of completion will be made and the contract agreement shall be deemed to be
modified accordingly.
TWELVE MONTHS PERIOD OF DEFECTS & LIABILITY FROM THE DATE OF ISSUE OF
COMPLETION CERTIFICATE ISSUED BY THE SPV/NABCONS/OWNER.
The Contractor shall guarantee the installation / work for a period of twelve months from the date of
issue of completion certificate. Any damage or defect that may arise or lie undiscovered at the time
of issue of completion certificates, connected in any way with the equipment or materials supplied by
him or his sub-Contractors, or in the workmanship shall be rectified or replaced by the Contractor at
his own
expense as deemed necessary by the " SPV/NABCONS/OWNER" or in default, the
"SPV/NABCONS/OWNER" may cause the same to be made good by the other Contractor and deduct
expenses (of which the certificate of "SPV/NABCONS/OWNER" shall be final) from any sums that
may be then, or at any time thereafter become due to the Contractor or from his security deposit /
retention money.
The work will not be considered as complete and taken over by the SPV/NABCONS/OWNER until
all provided into various groups in the contract- the SPV/NABCONS/OWNER shall be entitled to
take over any group or groups, the "SPV/NABCONS/OWNER" shall issue a completion certificate
which will, however, be for such group or groups so taken over only.
42. Care of Works
From the commencement to completion of the works, the Contractor shall take full responsibility for
the care for all works including all temporary works and in case any damage, loss or injury shall
happen to the works or to any part thereof or to any temporary works from any cause whatsoever,
shall at his own cost repair and make good the same so that at completion the work shall be in good
order and in conformity in every respect with requirements of the contract and the "
SPV/NABCONS/OWNER's instructions.
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42.1 Defects Prior to Taking Over
If at any time, before the work is taken over, the "SPV/NABCONS/OWNER" decides that any
work done or material used by the Contractor or any sub-Contractor is defective or not in accordance
with the contract or that the works or any portion thereof are defective or do not fulfill the requirements
of contract (all such matters being hereinafter called 'Defects' in this clause), and as soon as in
reasonably practicable time gives the Contractor notice in writing of the said decisions specifying
particulars of the defects alleged to exist or to have occurred, then the Contractor at his own expense
and with all speed make good the defects so specified. As soon as the works have been completed
in accordance with the contract (except in minor respects that do not affect their use for the purpose
for which they are intended and except for rectification thereof provided in clause of the general
conditions of contract) and have passed the tests on completion, the "SPV/NABCONS/OWNER"
shall issue a certificate (hereinafter called COMPLETION CERTIFICATE) in which he shall certify the
date on which the works have been so completed and have passed the said tests and the
SPV/NABCONS/OWNER shall be deemed to have taken over the works on the date so certified. If
the works have been divided into various groups in the contract- the SPV/NABCONS/OWNER shall
be entitled to take over any group or groups, the "SPV/NABCONS/OWNER" shall issue a completion
certificate which will, however, be for such group or groups so taken over only.
42.2 Defects after taking over
In order that the Contractor could obtain a completion certificate he shall make good, with all possible
speed, any defect arising from the defective materials supplied by the Contractor, or workmanship, or
any act or omission of the Contractor that may have been noticed, or developed, after the work or group
of works has been taken over. The period allowed for carrying out such work will be normally one
month. If any defect be not remedied within a reasonable time, the SPV/NABCONS/OWNER may
proceed to do the work at the Contractor's risk and expense and deduct from the final bill such amount
as may be decided by the SPV/NABCONS/OWNER.
If by any reason or any default on the part of the Contractor, a completion certificate has not been
issued in respect of any portion of the works within one month after the date fixed by the
Contractor for the completion of the works, the SPV/NABCONS/OWNER shall be at liberty to use
the works or any portion thereof in respect of which a completion certificate has not been issued. The
Contractor shall be afforded reasonable opportunity for completing these works for the issue of
completion certificate.
43 SCHEDULE OF COSTS AND PAYMENTS
(i) Contractor's Remuneration
The price to be paid by the SPV/NABCONS/OWNER to Contractor for the whole of the work to be
done and the performance for all the obligations undertaken by the Contractor under the contract
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documents shall be ascertained by the application of the respective schedule of costs, (the inclusive
nature of which is more particularly defined by way of application but not of limitation, with the
succeeding sub-clauses of this clause) and payment to be made accordingly for the work actually
executed and approved by the "SPV/NABCONS/OWNER". The sum as ascertained shall (excepting
only as and to the extent expressly provided herein) constitute the sole and inclusive remuneration of
the Contractor under the contract and no further other payment whatsoever shall be or become due
or payable to the Contractor under the contract.
(ii) Rates to be Inclusive
The percentage of rates quoted by the Contractor shall remain firm till the issue of final certificate
and shall not be subject to escalation. Schedule of costs, items shall be deemed to include and cover
all costs, expenses and liabilities of every description and all risks of every kind to be taken in
description and all risks of every kind to be taken in executing, completing and handing over the work
to the SPV/NABCONS/OWNER by the Contractor. The Contractor shall be deemed to have known
the nature, scope, magnitude and the extent of the works and materials required though the contract
document may not fully and precisely furnish them. He shall make such provisions in the rates as he
may consider necessary to cover the cost of such items of work and materials as may be reasonable
and necessary to complete the works. The opinion of the "SPV/NABCONS/OWNER" as to the items
of work shall be final and binding on the Contractor although the same may not be shown on or
described specifically in contract documents. Generally of this present provision shall not be deemed
to cut down or limit in any way, because in certain cases it may and in other cases it may not be
expressly stated that the Contractor shall do or perform a work or supply articles or perform services
at his own cost or without additional payment or without extra charges or words to the same effect or
that it may be stated or not be stated that the same are included in and recovered by the schedule of
rates.
(iii) Rates to Cover
Constructional Area, Materials, Labour, etc. Without in any way limiting the provisions of the
preceding sub-clause the item rates shall be deemed to include and cover the cost of all constructional
area, temporary work (except as provided for herein), pumps, materials, labour, insurance, fuel, stores
and appliances to be supplied by the Contractor and other matters in connection with each item in the
item rates and the execution of the works or any portion thereof furnished, completed in every respect
and maintained as shown or described in the contract documents, or may be ordered in writing during
the continuance of the contract.
(iv) Rates to Cover Royalties, Rents and Claims
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The rates shall be deemed to include and cover the cost if any of all royalties and fees for the
articles and processes, protected by letters, patent or otherwise incorporated in or used in connection
with the works, also all royalties, rents and other payments in connection with obtaining materials, or
whatsoever kind for the works and shall include an indemnity to the SPV/NABCONS/OWNER which
the Contractor hereby gives against all actions, proceedings, claims, damages, costs and expenses
arising from the incorporation in or use of the works of any such articles, processes or materials. Any
taxes or other municipal or local board charges if levied on materials, equipment or machineries to be
brought to site for use on work shall be borne by the Contractor.
(v) To cover Taxes and Duties
No exemption or deduction of customs duty, excise duties, sales tax, any port dues, transport
charges, stamp duties or State Government or local body or Municipal taxes or duties, taxes or
charges (from or of any other body), whatsoever, will be granted or obtained. All of the said expenses
shall be deemed to be included in and covered by the item rates including GST. The Contractor shall
also obtain and pay for all permits or another privilege necessary to complete the work.
(vi) Rates to Cover Risks of Delay
The item rates shall be deemed to include and cover the risk of all possibilities of delay and
interference with the Contractor's conduct of work which occur from any cause including orders if the
SPV/NABCONS/OWNER in the exercise of his powers and on account of extension of time granted
due to various reasons and for all other possible or probable causes of delay.
(vii) Rates cannot be altered
For work under unit rate basis, no alteration will be allowed in the schedule of rates by reason of
works or of any part of them being modified, altered, extended, diminished or omitted. The item rates
are all inclusive rates which have been fixed by the Contractor and agreed to by the
SPV/NABCONS/OWNER and cannot be altered. For lump-sum contracts, the payment will be made
according to the work actually carried out, for which purpose an item-wise schedule of rates shall be
furnished, suitable for evaluating the value of work done and preparing running account bills.
(viii) No Escalation is to be Considered.
It is to be clearly understood that the rates payable to the Contractor executed work are fixed
and are not liable for consideration of any escalation towards any increase in prices of building
materials and labour or otherwise etc.
(ix) Rates for Extra Items / Deviated Items (X) Deviated Items
As the work progresses, according to the site conditions or as per instructions of the
SPV/NABCONS/OWNER if any item of work for which there is no provision in the Bill of Quantities
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is required to be executed then the rates for such items will be decided on the basis of current
DSR / comparison of the rate analysis of items of similar nature and necessary interpolation and
extrapolation for which approval prior to execution of such items will have to be obtained from the
"SPV/NABCONS/OWNER Consultant".
(XI) Extra Items:
The rates for such items which are altogether different in comparison with the scope of the contract
will be decided as under If Execution of Extra Items are arises, Payment for any extra item shall
be derived from the rate quoted for similar type of item as per current DSR OR on actual cost of
Material, labour & 15 % overhead & profit & taxes & shall be approved by the
SPV/NABCONS/OWNER / SPV/NABCONS/OWNER before execution of work.
44. PROCEDURE OF MEASUREMENT / BILLING OF WORK IN PROGRESS Measurements :
All measurements shall be in metric system as specified by I.S. Code of practice unless otherwise
specified. All the works in progress will be jointly measured by the representative of the "
SPV/NABCONS/OWNER" and the Contractor's authorized agents progressively in accordance with
the stipulations of IS: 1200, such 'measurements will get recorded in the measurement book by the
Contractor or his authorized representative and signed in token of acceptance by the "
SPV/NABCONS/OWNER" or his authorized representative. For the purpose of taking Joint
measurements, the Contractor's representative shall be bound to be present whenever required by
the "SPV/NABCONS/OWNER Consultant". If, however, he abstains for reasons whatsoever, the
measurements will be taken by the "SPV/NABCONS/OWNER" or his representative and this will be
deemed to be correct and binding on the Contractor.
45. RUNNING ACCOUNT PAYMENT TO BE REGARDED AS ADVANCES
All running account payments shall be regarded as payment by way of advance against the final
payment only and not as payments for work actually done and completed and shall not preclude
the requiring of bad, unsound and imperfect unskilled work to be removed or taken away and
reconstructed or re-erected or be considered as an admission of the due performance of the
contract or any part thereof, in this respect, or of the accruing of any claim to the Contractor, nor
shall it conclude, determine or affect in any of them as to the final settlement and the adjustments
of the accounts or otherwise, in any other way vary or affect the contract. The final bill shall be
submitted by the Contractor within one month of the date of physical completion of the work,
otherwise the "SPV/NABCONS/OWNER" A certificate of the measurement and of the total amount
payable for the work accordingly shall be final and binding on Contractor.
46. COMPLETION CERTIFICATE
Within one month of completion of the work in all respect, the Contractor shall be furnished with a
certificate by the "SPV/NABCONS/OWNER" of such completion, but no certificate shall be given nor
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shall the work be deemed to have been executed until all scaffolding, surplus materials, debris, set
concrete and rubbish is cleaned off the site completely, nor until the work shall have been measured
by the "SPV/NABCONS/OWNER" whose measurements shall be binding and conclusive. The work
with measurements will not be considered complete and taken over by the SPV/NABCONS/OWNER
until all the temporary works constructed are removed and the work site cleaned to the satisfaction of
the
"SPV/NABCONS/OWNER".
If the Contractor shall fail to comply with the requirements of this clause on or before the date fixed
for the completion of the work, the "SPV/NABCONS/OWNER" may at the expense of the Contractor
remove such scaffoldings, surplus materials and rubbish and dispose off the same as he think fit and
clean off such dirt as aforesaid except for
47. FINAL DECISION AND FINAL CERTIFICATE
Upon expiry of the period of liability subject to the " SPV/NABCONS/OWNER" being satisfied that
the works have been duly rectified by the Contractor during monsoon or such period as herein before
provided in clause and that the Contractor has in all respect duly made up any subsidence and
performed all his obligations, under the contract, the "SPV/NABCONS/OWNER" shall(without
prejudice to the rights of the SPV/NABCONS/OWNER to retain the provisions of relevant clause
hereof) give a certificate herein referred to as the final certificate to that effect and the Contractor
shall not be considered to have fulfilled the whole of his obligations under the contract until Final
Certificate shall have been given by the " SPV/NABCONS/OWNER" notwithstanding any previews
entry upon the work and taking possession, working or using of the same or any part thereof by the
SPV/NABCONS/OWNER.
48 CERTIFICATE AND PAYMENTS ON EVIDENCE OF COMPLETION
Except the final certificate, no other certificate or payments against a certificate or on general account
shall be taken to be an admission by the SPV/NABCONS/OWNER of the due performance of the
contract or any part thereof, of occupancy, or validity of any claim by the Contractor.
49 TAXES, DUTIES, OCTROI COMPENSATIONS ETC.
The Contractor agrees to and does hereby accept full and exclusive liability for the payment of any and
all taxes, duties, octroi, etc. now or hereafter imposed, increased, modified and all the sales taxes,
octroi, etc. now in force and hereafter increased, imposed or modified from time to time in respect of
works and materials and all contributions and taxes for unemployment compensation, insurance
and old age pensions or annuities and statutory requirements for provident fund compensations of
the Contractor's employees now or hereafter imposed by any Central and State Governmental
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Authorities which are imposed with respect to or covered by the wages, salaries or other
compensations paid to the persons employed by the Contractor and the Contractor shall be
responsible for the compliance with all obligations and restrictions imposed by the Labour Laws or
any other law affecting employer-employee relationship and the Contractor further agrees to comply
and to secure the compliance of all sub-contractors, with all applicable Centre, State, Municipal and
Local laws and regulations and requirements of any
Central, State or Local Government Agency or Authority, Contractor further agrees to defend,
indemnify
and hold harmless the SPV/NABCONS/OWNER from any liability or penalty which may be imposed
by the Central, State or Local Authorities by reason of any violation by Contractor of Authorities by
reason of any violation by Contractor or sub-Contractor of such laws, regulations or requirements and
also from all claims, suits or proceedings that may be brought against the SPV/NABCONS/OWNER
arising under, growing out of, or by reason of the work provided for by this contract by third parties,
or by Central or State Government Authorities or any administrative sub-division thereof.
50 INSURANCE
The Contractor shall at his own expense carry out and maintain insurance with a reputable insurance
company in accordance with government acts.
51. DAMAGE TO PROPERTY
Contractor shall be responsible for making good to the satisfaction of the SPV/NABCONS/OWNER
any loss of or any damage to all structures and properties belonging to the
SPV/NABCONS/OWNER or being executed or procured or being procured by the
SPV/NABCONS/OWNER or of other agencies within the premises of all the works of the
SPV/NABCONS/OWNER, if such loss or damage is due to fault and/or negligence or willful acts or
omissions of the Contractor, his employees, agents, representative or sub-Contractor.
52. ARBITRATION
In case any dispute or difference shall arise between the SPV/NABCONS/OWNER or the
SPV/NABCONS/OWNER/Engineer-ln-Charge on his behalf and the Contractor touching or
concerning this contract or the construction, meaning, operation or effect thereof or of any clause
herein contained or as to the rights, duties or liabilities of the parties hereto respectively or of the
SPV/NABCONS/OWNER under or by virtue of these presents or otherwise or touching the subject
matter of these presents or arising out of or in relation thereto (except as to matters left to the sole
discretion of the Engineer-lnCharge) the same shall be referred to the arbitration of a single arbitrator
i.e. THE DIRECTOR, SPECIALISED SRK FOODS PRIVATE LIMITED and the decision of the single
Arbitrator is final and binding on both the parties. OR otherwise, to two arbitrators, one to be
appointed by each party and an umpire to be appointed by the two arbitrators before entering upon
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the reference and in either case in accordance with and subject to the provisions of the Indian
Arbitration Act 1996 or any statutory
modification or re-enactment thereof for the time being in force. Dispute arises will be settle @ court at
Dist.
Court. Arbitration proceedings shall be conducted at VIJAYAWADA.
53. GENERAL
a. The rates quoted / Percentage shall be firm for the complete job in the true sense of the word.
b. The rates quoted in the tender shall include all charges for scaffoldings, centering, shuttering, cost of
tools, plants and equipment, temporary sheds for storage of materials like cement, making and setting
out of works, cleaning of site before commencement and after completion of the work, all taxes duties
and levies by local bodies and state or central governments, or any other public bodies including Vat
& Service Tax.
c. The rates shall also include all transport of materials, tools, plants, equipment to the site of work and
back if necessary and shall be firm and not subject to variations due to labour conditions or any other
conditions whatsoever.
d. The Contractor has to make all arrangements for procuring the materials for the entire project on his
own cost.
e. Contractor to make all the necessary arrangements to maintain all the up-to- date records pertaining
to the execution and progress of the work as deemed fit by the "SPV/NABCONS/OWNER" and should
be available for checking and verification as and when desired by him.
f. The Contractor shall construct, provide and maintain proper grids and bench marks in order that the
lines and levels can be checked accurately and with ease as and when necessary.
g. The Contractor will be allowed to construct temporary sheds got approved by the
SPV/NABCONS/OWNER/Architect for proper storage of all materials, the necessary permissions for
which will be obtained by the Contractor from concerned authorities at his cost.
9 GENERAL SPECIFICATIONS
1. EXCAVATION AND FOUNDATION: -
Trenches for foundations, footings, cess-pits, drains, lift, well, water tanks, etc. shall be excavated to
the exact width, length and depth shown or figured on the drawings or as may be directed by the
SPV/NABCONS/OWNER Engineer. If taken out to greater width, length or depth then shown or
required, the extra work occasioned thereby shall be done at the Contractors expense. Extra depth
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shall be brought up by sound masonry concrete filling and extra length or width filled in by rammed
earth or murrum or if the SPV/NABCONS/OWNER Engineer thinks it necessary for the stability of
the work, by masonry or concrete, as may be directed. The excavated material except black cotton
soil shall be used to fill in on each side of the masonry or to form the filling; in of floors or it shall be
placed or spread elsewhere, on or near the site of the works, as may be directed, free of charge. The
contractor shall at his own expenses and without extra charges, unless otherwise provided for
separately in "the Schedule of Quantity and Rates, make provision for all shoring, strutting, pumping,
dredging, bailing out of draining water, whether subsoil or rain water and the trenches shall be kept
free of water while the masonry is in progress, and till the SPV/NABCONS/OWNER Engineer
considers the work well set. The sides of the trenches shall be kept vertical unless otherwise so
directed and the bottom horizontal and shall be run at the same level thoroughly or properly stepped
as may be directed by the SPV/NABCONS/OWNER Engineer. The Contractor shall also at his own
cost. He shall also I make level and hard beds of all the trenches and consolidate the earth about the
same and against all walls, pits, drains, etc. The foundation trenches shall be inspected and passed
by the SPV/NABCONS/OWNER Engineer before concrete laying work in commenced and the
contractor shall hold an order in writing to this effect otherwise he shall be liable to have this work
removed for inspection. The black cotton soil if any, if excavated shall be stacked separately at
contractors cost as and where directed or may be spread as instructed by the
SPV/NABCONS/OWNER Engineer. The Contractor shall inspect and verify the foundation strategy,
ground conditions, surrounding structure before tendering.
The measurement of work shall be the exact length and width of the lowest steps of the footing,
according to SPV/NABCONS/OWNER’s Engineers' drawings or their instructions and the depth
measured vertically.
2. LIME CONCRETE: -
Mortar shall be as specified and shall confirm to the relevant mortar specifications as regards
proportion, mode of grinding, storage, time of use, etc. The proportion of mortar to aggregate shall
be as specified.
Aggregate shall confirm to the relevant specifications for aggregate. Concrete shall be mixed
on level impervious platform. Coarse aggregate shall be thoroughly wetted with sufficient water.
Required quantity of mortar shall be added and whole mass turned till homogeneous mixture is
obtained. Both aggregate and mortar shall be measured with measuring boxes. When more fluidity
is required of the concrete, water shall be added to the mortar and not to the mixed concrete.
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Form work as necessary shall be as specified in cement concrete item. Before lying concrete, base
shall be cleaned loss material, moisture and rammed, if necessary. Concrete shall be laid in layers
of 6" 1 to 8". Each layer thoroughly rammed with 10 Bid. Rammer. No water shall be added during
consolidation. No ramming shall be done when concrete has begun to set. After consolidation the
surface shall be kept moister. After the formwork is removed the honeycomb surface shall be made
good with mortar. The lime concrete shall be cured for about 2' weeks, should the contractor fail to
water the work continuously, the SPV/NABCONS/OWNER may get it done through other agency at
the contractors cost. No masonry shall be built on concrete till it has set sufficiently.
3. ORGINARY CEMENT CONCRETE FOR PLAIN AND REINFORCED WORK.
3.1 General: -
This specification covers the requirement of ordinary cement concrete of the specified proportions
for use in various concrete items. Special requirements for a particular item will be laid down in the
specifications for that item, I.S. 456-1959 shall apply except for deviations laid down in this
specification.
3.2 Materials: -
Different specifications for the materials shall confirm to the relevant specification for them.
3.3 Size: -
The grading of coarse aggregate between the maximum size and minimum size of 3/16 shall be such
as to produce a concrete of specified proportion and consistency that will work readily into all
Positions without segregation and without the use of excessive water content and shall be within
limits given for the coarse aggregate.
The ratio of the volumes of the fine and coarse aggregate may be varied within limits of 1:1 1/2 to
1:2
1/2 as directed by the 'Architect's Engineers to suit the maximum size of coarse aggregate, the
greater density, workability and strength without extra cost. But the volumes of fine and coarse
aggregates so adjusted shall however, be equal to the sum of the volumes of fine and coarse
aggregates given above for the particular mix.
The quantity of water shall be just sufficient but not more than sufficient, to produce a dense concrete
of required workability as its purpose. An accurate control shall be kept on the quantity of mixing
water.
An allowance shall be made for surface moisture present in the aggregates when computing water
content as indicated in I.S. 456-1957.
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In case of reinforced concrete work, the workability should be such that the concrete will surround
and properly grip all the reinforcement. Water cement ratio will be such as will give concrete just
sufficiently wet to be placed and compacted without difficulty. Only just sufficient water should be
added to give the required workability.
For vibrated concrete, water content may be reduced by 15% to 20% to give the required reduced
slump.
3.4 Mixing:-
For all-important works concrete works shall be mixed in mechanical mixer at the site of work. Mixing
shall be continued till there is a uniform distribution of the materials and a uniform color is obtained
and each individual particle of the coarse aggregate shall show a complete coating of mortar
containing proportionate amount of cement. In no case mixing shall be done for less than 1 1/2
minutes. The watercement ratio shall range between 0.45 to 0.64 for 1:2:4 -mix. When hand mixing
is permitted by the SPV/NABCONS/OWNER's Engineer it shall be, done on smooth watertight
platform large enough to allow efficient turning over of the ingredients of concrete before and after
adding water. Mixing platform shall be so arranged that no foreign material shall get mixed with
concrete nor the mixing water shall flow out.
In case of hand mixed concrete, slump shall range between about 1" to 2. For hand tamped concrete,
slump shall be the least permitted by workability. The slump shall be determined as detailed in
Appendix G of I.S. 456-1957 and maintained throughout the concreting operation of a member.
The concrete shall be placed in its final position and rammed, vibrated and finished within 30minutes
of adding water to cement. Reappearing or remixing of partially hardened concrete shall not be
permitted.
No concreting shall be done unless it is approved by the contractor at his own expenses and removed
on the completion of work. The scaffolding, hoisting, arrangements and ladders etc. shall be strong
enough to withstand all live, dead and impact loss expected to act and shall be subject to the approval
of the SPV/NABCONS/OWNER's Engineers.
The scaffolding, hoisting arrangements and ladders shall allow easy approach to the work spot and
afford easy inspection.
3.5 Forms:-
The forms and false works shall be made of wood or metal. The timber from which the forms are
prepared should preferably be partially seasoned as too dry a timber will - well from absorbed of
moisture while green timber will dry and shrink. It shall be free form sap, shake, loose knots, work
holes or other defects. The planks and scantlings shall be sawn straight and all edges and plans
shall be straight and free from warps partially seasoned soft wood is generally preferable for form
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work as it is difficult to drive nails in hard wood. The dimensions of scantlings should conform to the
design. The strength the wood shall not be less than assumed in the design. Vertical props placed
directly over these in story immediately below and the lowest prop shall bear on work sufficiently
strong to carry the load.
Shuttering or form work to the column if erected for full height should have one side open, and shall
be built in at one time for column except special permission of SPV/NABCONS/OWNER's
Engineers.
Variation in levels of whole floor or any floor or roof shall not exceed plus or minus 1/8 inch above
the truly horizontal surface.
The form work or centering which gives way even by a fraction of an inch during concreting or any
time thereafter before the striking of the form on the instructions of the Architect or a laid down in the
contract may mean the rejection of the concrete work supported by that form work. Props shall be
minimum 4" diameter bullies, tolerably straight, bound and free from cracks and shall be supported
on wedges. No joints in the props shall be allowed. Minimum thickness of planks for formwork shall
be as follows:-
If teak wood 1" thick for all works.
If of other approved quality 1 1/3" for sides of beam, lintels, sides of columns, bottom of slabs etc. 1 1/4" for beam bottoms.
In places where pipes, air conditioning ducts and the like are required to pass through the floors,
wall and beams, the contract shall put suitable forms in place during the work of concreting. Corers
and other devices used for forming openings, holes, packers, recesses etc. shall be fixed to the
shuttering.
Beveled strips should be placed in the form to finish column beam edges, wherever so required other
sections shall be used.
Wooden forms may also be lined with thin steel sheets or plywood to give the required surface or
finish if so directed by the SPV/NABCONS/OWNER's Engineers.
The timber planks and / scantlings of the designed dimensions shall be used in the formwork with
appropriate spacing of studs, yokes, joints, girders etc. as approved in the designs. All timber in
contact with concrete shall be wrought on one face two edges, the unwrought fact being on the
outside. The joints should be made mortar tight.
Forms shall be so designed and constructed as to be removable sections without damaging the
surface. The surface of the contract with the concrete" shall be coated with mineral oil or any other
suitable material approved by the SPV/NABCONS/OWNER's/ Engineers which will prevent adhesion
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of concrete to the forms but will not discolor the concrete. When oil is used, it shall be applied before
reinforcement is placed. Care shall be taken to see that reinforcement does not come in contract with
the coating.
All chipping raw dust and other rubbish shall be removed from the interior of the forms before
concreting.
3.6 Inspection:-
The forms and false work will be inspected, checked and approved by the SPV/NABCONS/OWNER's
Engineers before concreting is commenced. But this will not relieve the contractor of his
responsibility for strength, adequacy and safety of the form work and false work, so also proper
alignment and levels.
Removal of forms:- Unless otherwise specified in the special provisions, forms of concrete work using
ordinary port land cement will not be struck I before expiry of the following periods in normal
circumstances, without damaging the concrete or giving sudden shocks
1) Vertical sides of slabs, beams, columns: 48 Hr
2) Bottoms of slabs up to 4.5 m span: 7 Days
3) Bottoms of slabs of more than 4.5 m span, bottoms of beams and arches up to 6 m span : 14 Days
4) Bottoms of beams and arches of more than6 m. span : 21 Days
In important structures, the sequence of striking formwork shall be got approved by the SPV/NABCONS/OWNER's/ Engineers.
3.7 Re-use:-
Before reuse, all forms shall be thoroughly scrapped, cleaned. Joints gone over the repaired and the
insides retreated to prevent adhesion, all to the entire satisfaction of the SPV/NABCONS/OWNER's
Engineers: The shape, strength, rigidity, mortar tightness and surface smoothness of reused forms shall
be maintained.
3.8 Transporting:-
The concrete shall be handled from the placer of mixing in the final position as quickly as practicable by
methods, which will prevent segregation and loss of ingredients. In no case shall the operation take
more than 15 minutes. Power driven hoists to take the concrete mix to the upper floors shall be used if
so required.
3.9 Placing:-
The concrete shall be placed into its final position, completed or finished within 30 minutes of mixing the
water and before setting commences. The method of placing shall be such also avoid segregation.
Placing shall be done in a balanced manner to avoid eccentric loads on form work. Concreting shall
proceed in a manner as directly by SPV/NABCONS/OWNER's Engineer or their representative.
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As far as possible concrete for particular portion, shall be done in one continuous operation. Construction
joints shall be provided as shown on drawing or where not described in accordance with the following.
(Position of construction joints should be got approved from the Structural Consultant).
(a) Horizontal joints at top of foundation and 3' below lowest soffit of beams meeting at the head of column.
(b) Horizontal joint in the rib of Tee or Ell beam 1" below the soffit of the slab.
(c) Perfectly vertical joint at the middle of beam. This joint shall be avoided as far as possible.
Perfectly vertical joint in slab parallel to the principal reinforcement. Where it is unavoidable at right
angle, to the principal reinforcement, it should be in the center of the slab.
Before starting subsequent operation all loose particles, laitance etc. shall be removed thoroughly
and surface then shall be covered with thick cement mortar of 1:2 proportion as part of placement.
Concrete compacted manually shall preferably be laid in layers of about 6 to 8 inches. The successive
layers shall commence within 30 minutes.
Where required suitable expansion joints shall be kept as may be directed by the Architect's/
Engineers.
When the work is to be resumed on a surface which has hardened, a surface shall be toughened and
scrubbed with brushes to remove laitance, care being taken to avoid dislodgment of coarse
aggregate swept clean, thoroughly wetted and covered with 1/2" thick mortar layer composed of
cement and sand in the same proportion as the cement and sand in the concrete immediately before
the commencement of concrete for securing good bond.
3.10 Compacting:-
The concrete shall be thoroughly compacted during depositing a dense concrete and thoroughly
worked into the edge- and corned of the formwork as also along its faces and around reinforcement
in the case of R.C.C. by means of suitable tools such as spades and rods to get a good cast finish
without honey-combing. Concrete shall not be disturbed once it is set. Any water cumulating due and
immediately after the compaction on the surface of the newly placed concrete' shall be removed
carefully.
For important or big works where stiffer mix with less slump is adopted, use of mechanical vibrators
is essential. The vibrator shall have not less than 3600 and preferably about 5000 impulse per minute
and shall be worked at an interval of about 2 feet. It shall be worked in one place for only such time
as will aid formation of dense concrete without sinking and segregation of the coarse aggregate. Over
vibration shall be avoided.
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Vibration shall be aided by spading and ridding. Vibrator shall be inserted at close interval for short
time than at long interval for longer time.
3.11 Curing:-
The concrete shall be initially protected from damage on account of impact, undue pressure,
excessive heat-of sun, rain etc. and. covered with wet sacking, hessian or similar absorbent material
soon after the initial set. After the final set, the concrete shall be kept continuously wet preferable by
pending water for a period of not less than 14 days from the date of placement. On Sundays, head
holidays and days of cessation of work, arrangement shall be made to keep the continuously watered.
Should the contractor fail to water the concrete continuously the Architect may provide labor,
material and equipment required for watering and recover the cost from the contractor.
3.12 Finishing:-
Whenever the concrete surfaces are intended to be plastered, the surfaces of the concrete shall be
roughened immediately after removal of forms and within a day thereof to, secure a hold for the
plaster. The rate for concrete shall be inclusive of this roughening and finishing. Concrete after
finishing shall be cured for the rule period.
Immediately after the removal of forms, any undulations, depression cavities, honeycombing, broken
edges or corners, high spots and other defects shall be made good and finished with cement mortar
of 1:2 proportions. But the necessary of such finishing must be exceptional and the total surface
'requiring finishing shall not exceed 1 percent, on an average.
If the initial experience shows that this percentage is exceeded the method of working itself should
be changed to get the required cast finish.
3.13 Testing:-
Concrete of specified proportion should satisfy the strength and criteria as laid down in I.S. 456-1978.
It may be ascertained from time to time as may be directed by the SPV/NABCONS/OWNER's /
Engineers.
Defective works and the remedy :- If cracks are developed in any part of the supporting system of
R.C.C. member which in the opinion of the SPV/NABCONS/OWNER's Engineer may be detrimental-
to the strength or on account of any other reasons the strength of the structure is doubtful, the
structure as may be directed by the Architect, should be tested in accordance with the standard load
test as laid down by I.S. wholly at the cost of the contractor, and as a result of this testing if the
structure is found to be defective the contractor shall at, his cost pull down
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whole or part of structure, cart away the debris and reconstruct the same as would be directed by the
Architect's / Engineer. If the cracks or other defects are not found detrimental to the strength of the
structure in the opinion of the SPV/NABCONS/OWNER's / Engineers than the direct defects and the
side defects should be made good by the contractor at his own cost by the approved methods
including pressure uniting as directed by and to the entire satisfaction the SPV/NABCONS/OWNER
/ Engineer.
3.14 Covering:-
Reinforcement shall have concrete over specified on the drawing or elsewhere. In absence
of any such mention, it should be as follows:-
3/4"or bar diameter whichever is more for the floor slabs, chajjas etc. 3/4"for lintels.
1" or the bar diameter whichever is more for the basement slab. 1" for the sides of beams,
and sides of columns.
1-1/4"for the top and bottom of beams.
2" for the footing, foundation beams etc.
(Cover means clear Cover outside of the main reinforcement).
3.15 Keeping Record:-
A day-to-day record authenticated by a clerk of work and the representative of the contractor, in the
Proforma approved by the SPV/NABCONS/OWNER, shall be maintained by the contractor on the
work site and kept open for inspection. This shall contain important information such as receipt of
cement on the work site, daily with details of use on various items, time of starting concreting and
closure, number of batches through the mixer, source of water cement ratio of concrete, slumps dates
of erection of formwork by the Architect or his representative, dates of striking of forms, periods, and
method of curing and other events worthy of note. On completion of the work, the record shall be
handed over to the SPV/NABCONS/OWNER's Engineers.
3.16 Mode of measurement and payment
This item shall be measured as indicated in the Schedule of Quantities and rates. It shall include all
materials, tools and plants, all forms and scaffolding and all the reinforcement indicated in the drawing
and as directed by the SPV/NABCONS/OWNER's Engineer from time to time.
4. TMT BAR REINFORCEMENT FOR R.C.C. WORK:-
4.1 General:-
The item provides for the supply of mild and tor steel bars, cutting, bending with galvanized iron wire
and in position for reinforcement in the R.C.C.
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4.2 Materials:-
(1) Mild and tor steel bars shall conform to the relevant specification for mild and tor steel
respectively for reinforcement.
(2) The binding wire shall conform to the relevant specifications for binding wires.
4.3 Fabrication:
Reinforcing steel shall be thoroughly cleaned of all coatings of any chartered that would destroy
or reduce the bond.
Bending reinforcement shall conform accurately to the dimensions and shapes shown on the plans
or as directed by the Engineer.
Bars shall not be bent or straightened in a manner that will damage the material. Bars with kinks,
bends or cracks shall not be used. Bars shall be bent cold to the shape and dimensions shown on
the drawing or as directed by the SPV/NABCONS/OWNER's Engineer in writing. Bar bender may
be used to attend proper radii of bends and shapes. Bars which may be bent during transport of
handling shall be properly straightened before being placed in the work without heating them.
Bending bar by heating to cherry red heat not exceeding 815 C. (about 1.500 F) may be allowed for
bars large than about 1 inch diameter except bars which depend for their strength on cold working.
Hot bars should not be cooled by quenching.
Bo bars; shall be bond or straightened once it is placed in concrete without the permission of the
SPV/NABCONS/OWNER's Engineers.
4.4 Splicing and lapping:-
All reinforcement shall be furnished in full lengths indicated on the plans as far as possible. Splicing
bars except as shown on the plans will not be permitted without the written approval of the
SPV/NABCONS/OWNER's Engineers. When full lengths are not available, bars shall be spliced.
Splices of tensile reinforcement at points of maximum stress and of adjacent bards at the same place
shall be avoided. Splices shall be staggered as far as possible and located at suitable points. A
welded or mechanical connection of adopted, shall develop the full strength of the bars. Unless
otherwise shown in the plans, bards shall be lapped as specified in I.S. 456-1978 with due regard to
the grade of concrete. In lap splices bars shall be placed in contact and just wired together to keep
in place
4.5 Placing and Fastening:-
All reinforcement shall be accurately placed in position with spacing and cover shown on the plan
and firmly held so during placing and setting of concrete. Bars shall be tied at all sections. Binding
wire of
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1.63 mm or 1.22 mm diameter (about 18 gauge) shall be used. Alternatively, the
SPV/NABCONS/OWNER's / Engineer may permit spot welding instead of tying by wire. Spacing of
bars shall be maintained by means of stays, blocks, ties, spacers, hangers or other approved
supports of sufficiently close intervals so that bars will not sag between supports nor be displaced
during placing, vibrating or compacting concrete or by any other operation, Metal supports which
extend to the surface of concrete except where shown in the plans and wooden supports shall not
be allowed.
Placing bars for reinforcement on a layer of fresh concrete the work progress, will not be permitted,
the use of pieces of broken stones or bricks or wooden blocks for maintaining spacing or cover shall
not be permitted. Layers of bars shall be separated by precast cement mortar blocks, spacer bars or
other approved device. Special care shall be taken prevent any disturbance of the reinforcement in
concrete that has already been placed, - Reinforcement after being placed in position shall be
maintained in a clean condition till it is completely embedded in the concrete, All bars protruding from
concrete to which other bars are to be spliced and which are likely to be exposed for an indefinite
period shall be protected from deformation and by a thin coat of cement wash, Correct cover as
specified within tolerance of +-1/8 inch shall be maintained.
4.6 Inspection
No concrete shall be deposited until the SPV/NABCONS/OWNER's Engineer has inspected and
certified the correctness of reinforcement, record the steel measurements and given permission to
place the concrete in writing. After the approval of reinforcement by the, Architect's Engineers, it will
be the contractor's' responsibility to see that the reinforcement spacing and arrangements are not
tempered with in any way before or during concreting.
5. UNCOARSED RUBBLE MASONRY IN LIME OR CEMENT MORTAR OF SPECIFIED
PROPORTION
5.1 Materials:-
All stones, mortar, water etc. shall be as specified under section of materials.
5.2 Dressing and Size:-
All weak corners shall be knocked off. Outer face stones all the sides shall be in one plane and
straight. Individual stone shall have thickness and width not less than 6* in its thickest part and length
should be 1 1/2 times its height.
5.3 Face Stones:
These should be close grained and uniform in color, 50% of the stones shall be more than 1/3 Cft. in
size. Through Stones on headers: One through stone shall every 10 Sq.ft. of area covered. These
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shall be evenly distributed. The face shall have area of 1/3 Sq.ft. and it should be full depth for
masonry up to 15" thick. For greater widths headers should be provided on both faces. Headers shall
be distinctly marked on the face.
5.4 Hurting and backing stones:
In walls of thickness less than 18" about 10% of the stones shall be not less than 1/3 Cft.
5.5 Quoins:-
The faces of the quoins shall have same type lot dressing as for face stones. These shall be of
minimum 6" x 9" x 8" thick.
The beds and tops shall be at right angle to the face and shall be rough tolled to about 4" from the
face. Vertical joints shall be similarly dressed for about 1 1/2" from the face. In the embedded portion
the length shall not be less than that of the opposite exposed side by more than 3" in case of longer
side and by more than 2" in case of shorter side.
6. CONSTRUCTION DETAILs:-
6.1 Laying:-
Masonry shall be laid to lines, level shapes shown on drawing. Fixtures, frames etc. shall be laid
while raising the masonry. The stones in the hurting shall be laid as far as possible on broadest face.
The stones shall be wetted well before laying masonry. The bed which is to receive the masonry shall
also be wetted and covered with layer of fresh mortar. All stones shall be laid full in mortar both at
bed and vertical joints, and 'hammered down by wooden mallet. Thick chips and spells shall be
wedged into the mortar joints to avoid thick mortar joints. No dry or hollow space should be left in the
masonry. If the masonry is found to contain dry portion or hollows, it shall be removed and
redone at contractor's cost. The shaping and dressing shall be done before setting the stones in
mortar, and not afterwards, in any case for at least 15 days of setting.
Quoins shall be laid stretcher and each face header wise as seen on each face.
6.2 Bonds:-
The vertical joints shall be broken at all the places.
The position of headers in each course shall be staggered. Care shall be taken to interlock the stones
at every right angle meeting of two walls, cross walls, shall well to main bond walls.
As far as possible, whole of the masonry in one building shall be carried up to a uniform level
throughout. Where stepping is unavoidable, the sufficiently long step should be given. Putting dry
chips in the joints of stones before filling the joint with mortar shall not be permitted.
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The masonry shall be left uneven at the top of each course for good bond in subsequent layers.
6.3 Joints:-
No face joints shall be more than 5-8" thick. When the joints are to be pointed or plastered is to be
done, these shall be racked to the depth of not less than 5/8" when the mortar is still green. When
the pointing is not to be done, the joints shall be well pressed and finished smooth with trowel. If it is
not done, the joints shall be racked when the mortar is green, wetted and filled with 1:3 CM pressed
and toweled smooth.
Holes of required size shall be kept in masonry during construction for fixing pipelines, soil pipes, etc.
After fixing the pipes etc. the extra hollow left shall be filled with 1:3 CM. or with 1:3:6 P.C.C. and
face neatly finished with matching, stones.
Rate of raising the masonry:- Total courses shall be raised for not more than 3'-0" in height in one
day in case of cement mortar and not more than 2'-0" in case of lime mortar. No fresh course shall
be laid within 4 hours of its laying for cement mortar and 8 hours for lime mortars.
6.4 Curing:-
The masonry shall be kept continuously wet after its initial set for minimum of 14 days. Should the
contractor fail to water the masonry as said above, the same shall be done by the
SPV/NABCONS/OWNER wholly at the cost of contractor. On Sundays and any other holidays, the
work of watering should be continued.
6.5 Bed work:-
Should the mortar perish i.e. become dry, while powdery through neglect of watering or if the
masonry shows hallow joints or non-adherence of mortar or any other objectionable defect, the
masonry will be pulled down and rebuilt at the contractor's expenses.
6.6 Scaffolding:-
The scaffolding shall be double* or single as directed by the Architect's Engineers, It shall be of an
adequate strength, Overhead work shall not be allowed, Put leg holes shall be made good by stones
to match the face work and backspace filled closely by 1:4:8 P.C.C.
7. BURNT BRICK MASONRY IN LIME OR CEMENT MORTAR OF SPECIFIED PROPORTION.
7.1 Material:-
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All bricks, mortar, water, etc. shall be as specified of materials.
7.2 Construction details:-
7.2.1 Face work:-
Bricks of uniform color and of exact size with sharp edge and which are quite dense should be
selected for face work where brick work is not to be plastered.
7.2.2 Soaking:-
Bricks shall be thoroughly soaked in water sufficiently before use. The practice of dipping the bricks
in water just before use will not be allowed. All necessary arrangements for this should be provided
by the Contractor.
7.2.3 Bats:-
No brickbats shall be used in work except for closures.
7.2.4 Laying:-
Bricks shall be laid joints perfectly levels with alternate properly vertical in plumb. Bricks shall be
slightly pressed and thoroughly bedded in mortar, so that no hollows left anywhere. Vertical joints in
two adjacent course shall be staggered. The vertically of wall shall be checked very often.
The underside of beams and top of brick walls on which beam bears should be in close contact
without voids.
7.2.5 Bonds:-
All brick work shall be of English bond up less otherwise specified by the Architect.
7.2.6 Joints :-
Unless otherwise specified in general all the joints shall be 3/8" thick and uniform throughout. The
joints shall be raked out to 1/2" depth when the mortar is green. If pointing is specified, it shall be
done at the time of laying and as directed by the Architect.
7.2.7 Uniform rising:
Brick work shall be raised uniformly and regularly, not leaving any part about 0.60 m lower than
another The rate of raising the masonry should be 0.90 m per day* in case of cement mortar and
0.60 m in case of lime mortar unless allowed by the Architect, otherwise.
7.2.8 Scaffolding:
It shall be in conformity with the specifications for scaffolding.
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7.2.9 Watering:
It should be carried out for at least 14 days. Other specifications for watering as per general
specifications for watering.
7.2.10 Final finish:
If the brick work is not to be plastered, the face after pointing is properly cured and washed down
and all strains and adhering mortar lumps removed. The put leg holes shall be solidly filled in the
interior with cement concrete 1:4:8 and the face with brick to match adjoining work.
7.2.11 Bad work:-
General specification for bed work shall apply.
7.2.12 Fixtures, plugs, frames, etc:-
Fixtures, plugs, frames, etc. if any shall be built in at places shown on drawings or as directed by the
Architect while laying the course and not later by the removal of bricks already laid.
7.2.13 Bonding with stone work:-
When brick work is to be bonded with, stone work great care shall be taken in adjusting the courses
of the brick work, so that full number of brick courses including mortar joints are of exactly the same
as the corresponding stone courses.
7.2.14 Brick Nagging or half brick Interior Partition works:-
These shall be provided with 3" R.C.C. Plait (1:2:4) with 2 No. 3/8*: dia. M.S. bars as reinforcement
or other equivalent reinforcement as may be directed by the Architect. Position of dash: If the work
is in lime mortar, the dent of brick should be at the bottom and if it is in cement mortar, it should be
at the top.
8 CEMENT PLASTER
8.1 General Specification:
8.1.1 Material:-
Cement mortar to have the proportion of different ingredients as specified in the working of the item.
It shall comply with the specifications as laid down for cement mortar for plaster.
8.1.2 Scaffolding and staging:-
Wooden bellies, planks, trestles and other scaffolding material should be sound and free from
defects.
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It shall be examined and inspected for its stability, easy accessibility, etc. before use.
8.1.3 Preparatory work:-
All concrete surfaces should have to be roughened sufficiently and all masonry joints of masonry
raked out to the depth as directed by the Architect's Engineers before starting the work. In new work
roughening of concrete surface and racking out of masonry joint should be done when the work is
green. All dirt, loose material, oil paint soot or any other material that may interfere with satisfactory
bend shall be removed. Surface shall be kept wet for 6 hours prior to plastering. It shall be kept damp
evenly during the progress of the work. Prior to starting of the work the preparatory work shall be, got
approved by the Architect.
8.1.4 Screeds of Gauges:-
Patches of plaster 6" x 6" approximately shall be put on about 8 to 10 ft. apart to serve as gauges
to ensure even plastering in one plane.
8.1.5 No of coats of plaster:-
The No. of coats in which plastering shall be done will be as mentioned in the wording of the
item.
8.1.6 plastering :
In all plaster work the mortar shall be applied somewhat more than the required thickness and well
traveled and pressed hard into the joints and on the surface and rubbed and leveled with a flat
wooden rules to give required thickness. Long straight edges shall be freely used to ensure perfectly
plain and even surface. All corners must be finished to their proper or true angles or rounded as
directed by the Architect's Engineers and shall present a neat appearance.
The mortar shall adhere intimately to the surface when set and there should not be hollow sound
when struck. Cement plastering should be done in strips or squares as directed. Plastering work shall
be done from top downwards.
8.1.7 Watering and curing:-
After the application of the finishing coat, the plaster shall be kept wet for at least 14 days and shall
be protected from extremes of temperature of weather.
Should the contractor fail to water the work to the satisfaction of the Architect's Engineer, Architect
may engage the requisite labor, materials and equipment to water the work properly at the
Contractor's cost.
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8.1.8 Finishing:-
In any continuous face of wall, finishing coat of treatment of any type should be carried out
continuously and day to day treats made to coincide with architectural breaks.
8.1.9 Molding:-
All molding shall be worked true to complete and drawn clean and level. All exposed angles and
junctions with doors, frames etc. shall be carefully finished, arrived shall be beaded of ordered.
8.1.10 Bad work:-
Should the mortar of the plaster perish through neglect watering or for any other default and if
the work is not done as specified above, the plaster shall be removed and redone at the Contractor's
expense.
9 General Precautions in Plastering:-
All general precautions specified in I.S. 1661- 1960 clause 13. Care should be taken to see that the* other parts of work or adjacent works rare not damage.
10 Cement plaster in one coat:-
The general specifications 1 to 12 above will apply in all pertinent particulars besides the following.
In case of stone masonry the bushings on walls to receive the plaster shall be removed to within
about 1/2" before laying in masonry and the plaster shall cover all projections by at least about 1/4".
The plaster shall then be laid on with somewhat more than the required thickness and pressed and
leveled with a flat wooden rule or float to required thickness. The average finished thickness of plaster
shall be as required in the wording of the item. The surface shall be rubbed smooth after floating it
with a thick coat of pure port land cement slurry while the base coat is still fresh. If neeru finish is
specified floating with neat cement will not be required.
11. Cement Plaster in two coats:-
General specification No. 1 to 12 will apply in all pertinent particulars besides the following:
When plaster is to be laid in two coats, the average thickness of first coat of plaster is generally 3/8
on brickwork and 1/2" on rubble masonry. The first coat is applied as described in one coat plaster
but the surface is not floated or polished but roughened to give a key to the second coat of plaster.
Before the first coat hardens, it should be combed in wavy lines about 1/2" apart and 1/8', deep. The
first coat shall be kept damp for at least 2 days immediately following its application. It shall then be
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allowed become thoroughly dry. Before starting to apply the second coat the surface of the first coat
shall be damped evenly.
The finishing coat shall be of such thickness as to make the total average finished thickness equal to
the required plaster thickness as per item, The finished surface shall be true and even and present
a uniform texture throughout and all joining marks shall be eliminated.
12. Mode of measurement:-
The contract rate shall be for per 100 Sq.ft. of plastering of specified thickness. If the average
thickness of the plaster provided by the Contractor is more than what is specified, on any account,
no extra will be paid for it.
Providing and applying neeru finish plaster over 1:3 CM. two coats of 3/4* thickness total together
with curing the complete to the entire satisfaction.
The item shall comply with the pertinent particular of General Specifications under 1 to 14 above In
addition to the following specification.
13. Finishing:
When no finish is specified the plastered surface shall be rubbed will to an even plane with a wooden
float for external surfaces and finished smooth with steel trowel for internal surfaces.
When cement finish is specified a coat of pure port land cement slurry 1/16" thick shall be applied to
the plastered surface while the second coat is still fresh. If neeru finish is specified, then the surface
shall be finished as per specification for Neeru finishing.
14. Item:
Providing and applying coats base coat of 1/2" of 1:3 uniformly grated sand in 1:3 same with sponge
to granular the entire satisfaction sand face cement plaster in two CM. and final coat of 114" with CM
together with finishing the texture, curing etc. complete to.
The Item shall comply all the pertinent particulars of the general specifications 1 to 14 above and in
addition the following specifications.
15. General precautions in plastering:
All general precautions as specified in I.S. 1661-1960 clause 13 shall be taken. Care should be taken
to see that the other parts of the work or adjacent works are not damaged while plastering.
16. Base Coat:-
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The base coat plaster shall be of cement mortar 1:3 Water proofing compound of approved make
shall be added according to the maker's instructions to make the mortar waterproof. The plaster with
this mortar shall be laid as specified in general.
The rate shall include
(a) Preparation of the surface.
(b) All tools, equipment etc. and all labor.
(c) Curing for 14 days.
(d) Any molding work unless specially provided for in the tender.
(e) For external plastering where sand face treatment is specified the treatment may be changed
as the discretion and as directed by the, Architect's Engineer to any of the treatment as
scrapped texture, wood float finish, canvas texture, cork float finish, Rough cash finish,
putty finish as per the clause 16 of I.S. 1661-1960 and sub.
17 PAVING, FLOORING, FINISHING AND DADO
17.1 Flooring of flag- stones like Shahabad/Tandur/Kotah or of precuts tiles like plain cement tiles,
mosaic tiles, chequared tiles etc.
17.1.1 Materials:-
The materials like mortars, tiles etc. shall conform to the relevant material specifications.
17.1.2 Constructional data:-
The base of cement or lime concrete shall be laid and compacted to a reasonably plain surface and
to the required slopes and below the level of the finished floor to the extent of the thickness of the
tile or flag stone and the mortar bedding. The amount of water added to the mortar for bedding shall
be minimum necessary to give just sufficient plasticity for laying and satisfactory bedding. No hard
jump of plaster shall remain in mortar. Before laying the mortar bedding sub-surface shall be cleaned
of all dirt, scum or laitance and of loose material and then well wetted without forming any pools
of water on the surface. In case of
R.C.C. floors the top shall be kept little trough. All points for the level should be marked first and then
mortar for beading spread evenly by the use of screed battens only over so much area as will be
covered by flooring material within half an hour. The thickness of the mortar bedding at no place
should be less than 1/2*.
17.1.3 Fixing the flag stone or tiles:-
Before laying the flagstone or tile shall thoroughly wetted and cleaned with water. Neat cement grout
shall be spread over the mortar bed. The flagstone or tiles shall then be laid firmly to the required
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slope and level by gently applying with wooden mallet. There shall be no specifications with a
thickness of 3/8" for brickwork and concrete surface by thoroughly combing it with wavy horizontal
lines about 1/2" part and about 1/8" deep when the mortar is still plastic, the base coat shall be cured
for not less than 2 days.
17.1.4 Sand faced Treatment:-
The Cement mortar for sand faced plaster shall have washed sand of approved type with slightly
large proportion of coarse material. The proportion of cement to sand shall be 1:3. The water is added
gradually to make the mixture homogeneous. The thickness of finishing coat shall not exceed 2/8".
After application, the surface should be finished with a wooden float lined with cork and tapped gently
to retain a coarse surface texture.
Excess cement slurry should be removed by applying wet sponge and sand grains made visible
evenly and uniformly, when the finishing coat has hardened, the surface shall be kept moist for 14
days.
17.1.5 Item:
Providing neeru finishing to plaster surface in all positions including scaffolding and curing complete.
17.1.5.1 Materials:
Different materials shall conform to the relevant specifications for materials.
17.1.5.2 Preparation of surface:
The plaster surface shall be combed lightly with wire brushes or nails before it is completely sets to
form key for neeru. The undercoat shall be only damped evenly but not soaked with water before the
application of neeru.
17.1.5.3 Application:
Neeru shall be applied to the prepared and partially set but somewhat plastic surface with steel trowel
I to a thickness slightly exceeding about 1/16" and rubbed down to 1/16" thickness and polished to a
perfectly smooth and even finish, working from top to bottom, Moistening shall be commenced as
soon as the plaster has hardened sufficiently and is not susceptible to injury, Soaking of wall shall be
avoided and only as much as water can be readily absorbed shall be used. The surface shall be kept
sprinkled with water for 14 days.
17.1.5.4 Mode of measurement and payment:
As per plastering work, when included in a plaster item itself as a finish, it will not be measured and
paid separately.
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17.1.6 Item:-
661-1960 under 'Code of Practice for cement and cement lime plaster finishes on walls and ceiling
shall apply hollow left. The joints shall be uniform in thickness and straight. In case the flag stone the
thickness of the joint shall be about 1 /4" and in case of precast cement tiles it should be 1/16". The
joints shall be filled solidly with mortar for its full depth. The joints shall be struck smooth. There
should be no smearing of mortar over the tile or stones. The joints should be straight and at right
angle to each other, where the flagstones have open edges like in case of windowsills, the edges
shall be neatly rounded off. The rate shall include the same. The pattern of laying should be square
or diagonal, as would be directed by the Architect's Engineer.
17.1.6.1 Pointing:
In case of flag stone flooring the pointing shall done. The joints shall be pointed with neat cement
mortar of 1:2 proportions. In case of precast tiles the joints should be finished smooth with neat
cement slurry of approved colour and tint. Excess mortar or slurry should be removed immediately
and floor cleaned thoroughly.
17.1.6.2 Fixing the skirting dados:-
This shall be done entirely in the same manner as specified in I.S. 1442-1959.
17.1.6.3 Curing:
The flooring shall be kept wet or damp for at least 14 days. It shall be left undisturbed for at least four
days.
17.1.6.4 Polishing:
In case of polished flag stone or precast tiles flooring the polishing shall be done by machine in 3
operations. The final polishing in case of skirting and dados shall perfectly even smooth and leveled.
17.1.6.5 Rate to include:-
All material, tools, plant, etc. cleaning of sub base and floor, any cutting away and making good,
rounding of edges wherever required polishing etc. curing background plastering in case of skirting
and dados.
17.1.6.6 Mode of measurement:-
It shall be measured in Sq.ft. The length and width of the flooring shall be measured net between
the faces of the skirting or dados or plastered surface of the walls. The flooring or paving under
skirting, dado or plaster shall not be measured.
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17.2 Broken Mosaic Tiles Pieces flooring:
17.2.1 General:
In general the relevant parts of the specifications for flag stones or precast cement tiles flooring shall
apply. In addition following specifications will apply.
17.2.2 Fixing the mosaic pieces:
The mosaic tiles pieces shall be fixed pieces by pieces to the pattern as directed by the Architect's
Engineers. The joints shall be kept as thin as possible when not otherwise specified. The grout shall
cream up to the surface. The junction of the flooring and the parapet wall shall be rounded and
flooring shall be extended up the wall for about 6". At the end of each days work flooring shall be
cleaned of surplus grout. The color of cement grout in which pieces are to be set shall be of the
approved color and tint.
17.2.3 Mode of measurement:
The length and breadth shall be measured along the rounding up to the top edge of the flooring.
17.3 White glazed tiles:
17.3.2 General:
In general the relevant parts of the specifications for-flag stones or recast cement tiles flooring, shall
apply. In addition following specifications shall apply.
17.3.3 Fixing the tiles:
The tiles before lying shall be thoroughly soaked in water for at least two hours before laying.
The edges of the tiles shall be smeared with neat white cement slurry and fixed in the grout one after
other, each being well pressed and gently tapped with wooden mallet till it is properly bedded and
level with the adjoining tiles. There shall be no hallow in bedding or in joints: The joints shall not
exceed 1 1/6" in width. The joints shall be grouted with slurry of which cement. The tiles shall be kept
wet for at least 14 days. In any case these should not be disturbed for 4 days.
17.3.4 Cleaning: -
After day's fixing is complete the surplus cement grout that may have come out of the joints
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shall be cleaned off. Once the floor has set it shall be carefully washed and dried. When dry the
surface shall be covered with oil freed dry saw, dust 1 which shall be removed only after the
construction work is complete.
17.4. Indian patent stone 1 1/2" thick:
17.4.1 Material:
The concrete of specified proportion should confirm to P.C.C.
specification. The maximum size of coarse aggregate shall be maximum upto 1/2". The coarse
aggregate shall be cubical and sound and hared. Flaky aggregate should not be used.
17.4.2 Laying:
Sub grade or sub floor shall be prepared as laid down in specification for flag stones
or precast cement tile flooring.
The LP stone flooring shall be laid in alternate bays not exceeding 64 Sq.ft. each. The edge of
each bay into which the flooring is divided should be support by flat bars or steel or wood duly oiled.
The bars should be removed before filling the adjoining bays or panels. At least 2 days (48 hours)
shall elapse, before concreting the adjacent bays is commenced.
While concreting care shall be taken to obtain dense and void free concrete. The edges of the
adjoining bays should be protected from breaking. Immediately after the concreting is done the
levels should be checked and corrected if need be. Care should be taken while
compacting to see that compacting is not excessive so as to bring too much fines to the surface. No
dry cement or mixture of dry cement* and sand shall be sprinkled directly on the surface of the
concrete to absorb excess moisture. After the concrete had been rammed and has dried sufficiently
to allow the rendering to be worked up. Surface shall be rendered within coat of 1:1 cement mortar
with fine sand and uniformly floated up if directed so the required colored cement shall be used for
concreting and rendering. When the cement mortar rendering is sufficiently stiff, lines to the pattern
as directed shall be marked on it with strings or by any device to give the appearance of tiles. The
junction of the flooring should be rounded off, if so directed without any extra payment.
After the concrete in the bays has set, the joints of the panels shall be filled with cement cream or
with suitable bit mastic compound as directed.
17.4.3 Finishing :
When the rendering is somewhat stiff, neat, cement may be sprinkled on sparingly on the surface
and rubbed lightly to give smooth polished surface. If so directed cement of approved tint and color
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should be used in place of the ordinary cement. The surface shall be protected from direct sunrays
when it is green.
17.4.4 Item to include:
All labor, materials tools and plant, all forms, rendering in plain or colored cement as directed lines
on surface, rounding up if any at wall functions, curing etc. complete.
17.4.5 Mode of measurements:
As specified in case of broken mosaic tiled pieces flooring.
18 TIMBER PANELED AND GLAZED DOORS AND WINDOWS-:
18.1 Material:
Timber: Timber shall be the best country Teak wood free from any defects and as specified under
material specifications.
18.2 Plywood:
Plywood when used for paneling of interior or doors and windows shall conform to the I.S.
specifications 303-1951.
18.3 Construction and workmanship :-
All assembly of shutters of doors, windows, ventilators and frames thereof shall be exactly at right
angles. In the case of frames the right angles shall be checked from the inside surface of respective
members.
All members of the door, windows and ventilators shall be straight without any wrap or bow and shall
have smooth, well-planned faces at right angles to each other or at given angles to each other.
18.4 Joinery :
Heads of all exterior doors, windows and "those of interior doors shall have found not less than 2
1/2".
Heads, posts, transoms and mullions of doors and windows frames shall be made out of single pieces
of timber only. The heads and posts shall not be less than 1/2" inch. Transoms shall be through
tenoned into the jamb post in the safe manner. The tenon shall be closed fitting into the mortises
and pinned with corrosion resisting star shaped metal pins not less than 5/16" diameter or with wood
dowels not less than 3/8" diameter. The depth of rebate in frames for housing the shutters shall in all
cases be 1/2" and rebate in shutters for closing in double shutter doors or windows shall not be less
than 3/4".
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Stiles, rails and solid panels in door and window, shutters shall be of the same species of timber. So
also the members of the frame except in case of soft wood frames when the bottom sill of the frame
shall be of hard wood.
Stiles and end rails of shutters shall be made out of one piece only. Locks and intermediate rails
exceeding 8 inches in width may be made out of one or more pieces of timber but the width of leach
piece shall not be less than 3 inches. Where more than one piece is used they shall be joined with
continuous "T" tongued and grooved joint glued together and reinforced with metal dowels at regular
intervals not exceeding 8 inches.
Mountings and glazing bars shall be suctioned to the maximum depth which the size of the member
would permit or to depth of 1" whichever is less. The thickness of the each tenon shall be approx.
one third of the finished thickness of the members and the width of each tenor shall not exceed five
times its thickness.
18.5 Paneling:
Solid wood panels shall be made out of one or more pieces of timber of not less than 5 inches in
width when made from more than one piece, the pieces shall be joined with a continuous tongued
and grooved joint. The panels shall be framed into the grooves to the full depth of the groove leaving
on air space of 1/16" and the faces shall be closely fitted to the sides of the groove.
18.5.1 Gluing the joints:
The contact surfaces of tenor and mortise shall be treated with suitable adhesives before putting
together so also tongued and grooved joints.
18.5.2 Dimensions, sizes and tolerances:
The finished dimensions of the different components of doors, windows and ventilators are subject
to the following tolerances. For sizes up to 1 1/2" -1/32" for above 1 1/2" size -1/8 inch and O inch.The
sizes of doors and windows shall be as shown in the drawings or as directed by the
Architect's Engineer.
18.5.3 Locating of fittings and Accessories:-
Three hold fasts shall be fixed on each side of door frame, one at center and two at 9 inches from
the top and bottoms of the door frame. In case of windows a pair on each size shall be fixed at quarter
points of the frame. The size of the hold fast shall be 2" x 1/4" x 12" long.
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Each door shutter shall be fixed to the frames with three hinges either - butt type or parliamentary
type. The hinges shall be one at center and one each at 9 inches from top and two hinges of either
butt type or parliamentary type at quarter points. The hinges shall be copper oxidized when not
otherwise specified.
18.5.4 Fixing in plain cement concrete or in reinforced cement concrete:
Where frames are to be erected flush with the P.C.C.: or R.C.C. structural members, they shall be
fixed in concrete with three 1/2" inch dia. 6 inches long Coach Screw and white bronze or lead rowel
plugs for each jamb. The head of the screws shall be sunk 3/4" in to the timber and the hole shall be
plugged with timber plug.
18.5.5 Finish:
Plywood panels shall be flat and sanded well to a smooth surface.
All door, window and fanlight frames shall bell clamped together so as to be squire and flat at the
time of delivery.
Each assembled door frame without sill shall be fitted with temporary stretchers. It shall have
temporary diagonal brace fitted inside the rebate.
Horns and other parts that go into or but against the masonry and hence are inaccessible for
maintenance shall be protected with suitable protective material.
All surfaces of windows, door and ventilator frame and shutters which are required to be painted
ultimately shall be covered evenly by brush painting with priming coat, of a white lead based primer.
In case the panels of doors to be polished or varnished a priming coat of suitable polish or varnish
shall be given before delivery.
18.6 Glazing:
Glass for glazing shall be as specified in material specifications for glazing he glass shall be
embedded in putty’s and secured to the rebate by wooden beads of suitable size of shape. For
external glazed doors and windows the beading shall be fixed on the outside.
18.6.1 Inspection and testing:
If the material and workmanship is found I not complying with the requirements of standards, during
erection, irrespective of prior inspection and approval shall be rejected or made good by approved
method to the full satisfaction of the Architect/ Engineer.
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The material is suspected to be defective then; it shall be got tested at contractor's cost through
approved labor.
18.6.2 Protection:-
During the progress of the work each frame and shutter shall be protected from being damaged.
18.7 Fittings and Fastening for shutters of all kinds:
All fittings and fastenings shall be or approved make and design as directed by the Architect's
Engineer when not specified these shall be of copper oxidized mild steel.
Each door leaf shall be hung with three butter parliamentary hinges. Each door shall be provided with
three flush or barrel belts, two timber stoppers with hinges. One latch, one a drop and two handles.
The main entrance door shall have all above specified fittings made of chromium plated brass.
Each window leaf shall be hung with two butter parliamentary hinges and shall be provided with two
flush or barrel bolts, one hook and eye fastening or casement stay and one handle.
Each center hung fanlight or ventilator shutter shall be provided with two pivots, one spring latch and
two stoppers.
All fixtures and fastenings shall be of such size, shape and design as shall be selected and approved
by the Architect's /Engineer.
19 WOODEN FLUSH DOOR SHUTTERS (SOLID CORE TYPE)
The make of the door shall be as specified by the Architect's Engineers. These shall be of
1 1/2" thick and of the dimensions as specified in drawings. The timber out of which flush door is
made shall be free from decay and insect attack. The shutters shall have lapping only of hard wood.
Commercial plywood used in flush door shall conform to IS: 303: 1960. Decorative plywood used in
flush door shall conform to IS: 1328:1958. Cross boards used shall conform to IS:303:1960.Core
wood shall conform to IS : 2202:1962
Stiles and rails shall be made in one piece or alternative one or two pieces laminated together.
In case of double shutter doors, the meeting of the stiles shall be rebated to 3/4" where lapping is
provided the depth of the lapping at the meeting of stiles shall not be less than 1 1/4 inches. The
rebating shall be splayed or Square as directed or shown on drawing.
All the four edges of the door shutter shall be square. The shutter shall be free from twist or warp in
its plane. Both faces of the shutter shall be sounded to a smooth even texture.
Shutters shall be given coat of suitable primer before varnishing or polishing or painting and
subsequently polished or given costs of oil paint of approved make and tint.
Page | 96
Highlights of Tender
Si No Claus Clause Heading Detail
1 Tender fee Rs 2,00,000/-
2 Ernest Money Deposit (EMD) Rs 20,00,000/- (Rs. Twenty
Lacs only)
3 Security Deposit 5% of contract Value
including earnest Money
Deposit
4 Validity of Tender 30 days from acceptance
of technical
5 Final Bill bidWithin one month of the
date of virtual completion.
6 Date of Commencement.
Of Civil work
15 days from the
date of contract/Order
7 Completion period from the
date of commencement.
7 months.
8 Delayed Penalty Rs 20,000 per day
penalty of 0.5% per week
delayed linked with
milestone. Subject to the
maximum of 5% on
contract value during the
contract period.
9 Defects Liability Period. 12 months. after virtual
completion.
10 Retention Money 5 % of Total work done.
11 Price of Tender Price will be remaining
same and quantity of BOQ
will be considered ±15%.
No extra cost will be paid.
Page | 97
APPROVED MAKES
In case of contradiction between the approved makes (or equivalent ISI Mark)/vendors
specified below and mentioned in the specifications/BOQ, the design of the
SPV/NABCONS/OWNER Engineers-in-charge shall be final and binding on the
contractor.
REINFORCEMENT STEEL TATA TISCO/SAIL/JINDAL/JSW
CEMENT (43 / 53 Grade) ACC/ULTRATECH/PENNA
PLASTERS
BIRLA/MANIKGARH/AMBUJA
MC BAUCHEMIE/ FOSCROCK/PIDILITE/
ALUMINIUM SECTION CHEMISOL
HINDALCO/JINDAL
POLYESTER SUNCONTAINER
FILM
GLASS
GARWARE
ASAHI/INDOSHHAI/MODI FLOT
DOOR CLOSER DORMA MAKE
MIRROR MODI/ASAHI/GOLD FISH
CERAMIC TILES FIRST
QUALITY
ACRALYC PLASTIC EMULSION
SPARTEX/REGENCY/KAJARIA/JOHNSON/
NITCO
ASIAN/BERGER
CEMENT PAINT SNOWCEM/SUPERCEM/APEX
WATER PROOFING SIKA/MC BAUCHEMI/FOSCROCK
GYPSUM BOARD GYPSUM INDIA
MORTICE LOCK & LACH GODREJ/HA RISION/INOX
HARDWARE FITTING EVERLITE/ ECIE
SYNTHETIC ENAMEL PAINT BERGER/ASIAN 1
ST QUALITY
PRIMER ASIAN/BERGER
M S PIPE TATA
ADHESIVES PIDILITE/ VEMICOL/FEVICOL
SANITARY WARE HINDUSTAN/JAGUAR/PARYWA RE
E.W.C. SEAT COVERS COMMANDER/CHAMPION/ GEM
C P FITTINGS PLUMBER/JAGUAR
SOIUWASTE PIPES KISAN/PRINCE/SUPREME
G. I. PIPES C-CLASS PRAKASH/SURYA/ZENITH/ GST
GUNMETAL VALVES LEAR ENGG /KIRLOSKAR/KILBURN /GG
FLUSH VALVES PLUMBER/JAGUAR/ EQUIVALENT MAKE
CISTERNS NOMOS/HINDUSTA N/PARYWARE
Page | 98
R.C.C. PIPES INDIAN HUME PIPE
PVC PIPES FINOLEX/KISAN/PRINCE 1
ST QUALITY
C PVC PIPE AND FITTINGS ASTRAL/PRINCE /OR EQUIVALENT
SWR PVC PIPE & FITTING SUPREME PRINCE
CEMENT CONSTANTS
Standard Consumption of Cement for Various Items
Sr.no. Description Unit Bags
1 P.C.C. in Foundation and Floor
(a) 1:3:6 Cu.M. 4.40
2 R.C.C. M:20
(a) For Foundations and Superstructure Cu.M. 6.10
3 R.C.C. M:25
(a) For Foundation and Superstructure Cu.M. 7.00
4 Brick Masonry C.M. 1:6 for fdn. and Superstructure. Cu.M. 1.34
5 Brick Masonry in C.M. 1:4 - 115mm thk. Sq.M. 0.23
6 PVC Door Frame R.M. 0.14
7 Rolling Shutter - 20 gauge thickness Sq.M. 0.06
8 20 mm thk. cement plaster. Sq.M. 0.20
9 Double coat Sand Faced Plaster Sq.M. 0.24
10 6mm thk. Cement Plaster over all R.C.C. Work Sq.M. 0.07
11 Providing and Laying 40 mm th RCC Floor Sq.M 0.33
12 White Glazed Ceramic Tiles - 6mm thk.
(a) In Floors Sq.M. 0.14
Page | 99
(b) In Dado Sq.M. 0.18
13 Polished Kota Stone Flooring - 20 to 25mm thk. Sq.M. 0.36
14 Polished Kota Stone 100mm high Skirting fixing by Mortar R.M. 0.03
15 Minimum 10mm thick Vitrified Tiles in floor Sq.M. 0.20
Page | 100
Sr. no.
D
e
Unit Bags
16 India Type waterproofing Sq.M. 1.00
17 White China Water Closet (Orissa type) No. 1.50
18 Wash Basin No. 0.25
19 P.C.C. 1:2:4 around Pipe
(a) 150 mm Dia. Cast Iron Soil Pipe. R.M. 0.60
(b) 100 mm Dia. Cast Iron Soil Pipe. R.M. 0.45
20 Stoneware pipe
(a) 100 mm dia. S.W. pipe R.M. 0.10
(b) 150 mm dia. S.W. pipe R.M. 0.15
21 Stone ware Gully trap No. 1.00
22 Manhole Chamber up to 1.50 mtr. Depth No. 8.00
Page | 101
SCHEDULE – A
SUPPLY OF MATERIALS
Cement, Reinforcement Steel & Structural Steel shall be supplied by the Contractor.
Record shall be maintained by the contractor. The unloading and its proper storage arrangement
shall be done by Contractor.
Contractor shall make his own arrangement of other materials required for the construction.
Contractor SPV/NABCONS/OWNER
SECTION –III
SCOPE AND TECHNICAL SPECIFICATION WITH
BILL OF QUANTITIES
Page | 102
TENDER BOQ
Package-1: Land Development.
Sr.No. Item Description Unit Quantity RATE AMOUNT
A EXCAVATION & BACK FILLING
1 Excavation in soft soil & murum
Excavation for footing, machine
foundation, plinth beams , wall
footing,gutters, tanks in soil, soft & hard
murum & existing murum filling including
removing the excavated stuff upto a
distance of where local govt. authorities
pemissible area for dumping and stacking
or spreading as directed, shoring, strutting,
dewatering wherever required & preparing
the bed as directed , including backfilling
in layers, etc. complete ( Excavation for
footing in excavated trench,the
measurement of this footing in the " mass
excavated trench " shall be from bottom of
such trench to the bottom of footing pit)
a. 0.0 - 1 m depth
cu.m 2500
-
2 Excavation in soft rock & hard rock
Excavation in soft rock, Hard Rock , laterite, old cement concrete & lime masonry etc. for footing , machine foundation, plinth beams, wall footing, gutters , tanks includingremoving the excavated stuff upto a distance of 1500 m beyond battery limit area and stacking and / or spreading as directed, shoring,
strutting, dewatering wherever required
and preparing the bed as directed
including back filling and compaction in
layers etc. complete
a. 1.0 - 2.5 m depth
cu.m 800
-
3 Filling in Plinth with available material
Page | 103
Filling in plinth and floors with approved
material brought from surplus excavated
stuff including excavation / re-excavation
of stack/ client's borrow pits wherever
required as directed, including filling in
layers of 20-30 cm., watering, compaction
with mechanical vibrator and levelling etc.
complete. The proctor density of such
compacted fill shall be 95% of standard
proctor.
cu.m 10200
-
4 Providing Hard Core of 230mm Thick
Providing & laying hard core of hand
crushed metal 60 mm in two layers of 150
mm each consolidated to 115 mm making
total thickness of 230 mm including
watering,ramming with heavy
rollers,levelling the surface with
murum/gret spreading etc.complete.(The
rate shall be for compacted thickness.)
cu.m 16.56
-
5 GRANULAR SUB - BASE
Construction of granular sub - base by providing close graded ,aterial, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material. Spec : M.O.R.T & H - 401
cu.m 5400
-
6 LDPE Sheets (Polyethylene sheets)
Providing and laying Polythene sheet of
300 microns thickness of approved make &
quality below Grade Slab,concrete floor
including cutting the sheet in required size,
laying the sheet, providing laps at the joints
etc. complete.
sq.m 21000
-
7 CONCRETE & R.C.C ITEMS
8 Plum Concrete
Providing and laying plum concrete with
using PCC 1:3:6 60% and trap rubble not
more than 40% as per detailed designs
including dewatering ,centering formwork
with shuttering ply & steel plates,
Compacting with vibrators, placing and
curing etc. complete. (approximate)
cu.m 120
-
Page | 104
9 PCC 1:3:6
Providing and laying in situ Plain Cement
Concrete M10 (1:3:6) Grade of trap metal
for foundation, floor bedding etc. including
dewatering, formwork, compacting and
curing & placing etc. complete at all level.
cu.m 1750
-
10 Cement Concrete (M25 grade)
Providing and casting in situ controlled
machine mixed & machine vibrating
concrete of M25 grade concrete ( with
approved mix design ) of trap metal &
Crushed Sand as fine agreegate as per
detailed designs including dewatering,
centering formwork with shuttering ply
&steel plates, compacting with vibrators,
placing & fixing inserts (viz.plates, pipes for
cutouts, anchors), formation of cutouts,
chases etc. as per detail drawing and
curing complete. RCC structures shall be
Fair Finish and after deshuttering concrete
surface to be clean & Properly finish by
using grinder to receive the paint.(Rate at
all heights & levels and excluding tor / mild
steel Reinforcement)
10. a. RCC Footing, Columns, Pedestal upto
plinth,Beam, Plinth beam, slab etc cu.m 5800
-
Page | 105
11
Providing & laying cast in situ machine
mixed and machine vibrated Reinforced
cement concrete of specified grade, curing
etc.complete using minimum cement
content as specified per cum of concrete in
grade slabs at plinth level including
VACUUM DEWATERING the concrete
with suction matt, skim floater, trowelling
with power floater to achieve a wear
resistant floor including all approaches,
scaffolding, working platform,
formwork,plants and tools, floater etc ,
providing expansion,control, construction
and isolation joints, cutting of grooves for
joints ,. The surface tolerance shall not
exceed 3mm measured with a 3m straight
edge on any direction. The rate shall
include surface preparation, including
coating to reinforcement bars, dowel caps
etc masking tape, primer etc.( Steel
reinforcement , butumen impregnated fibre
board will be measured seperately).
cu.m 4200
-
12
Kerb Wall Providing and fixing 600
x150x300mm precast Concrete Kerb wall
in all exposed surfaces set in c.m.1:2and
on 15cm thick and 25cm wide cement
concrete bed 1:3:6,including filling joints
with 1:2 cement mortar, curing
etc.complete
350
-
13 Steel Reinforcement
MT. 350
-
14 STRUCTURAK STEELWORK ITEMS
14 a Foundation bolts
Page | 106
Providing & fixing in position holding down
bolts / foundation bolts (GRADE 8.8) in
concrete or masonry of various diameters
ranging from 12mm. to 32mm. including
nuts, washers, sleeves, approx. length 1 to
1.6mtr. etc. as per drawings including
supply and fixing templates, supports,
bending, setting out etc. complete as
specified and directed (templates and
supports will not be measured and paid
separately).
20mm Dia.
No. 450
-
15 Grouting with 'Conbextra' GP-2…
Providing and casting in situ "Conbextra"
GP-2 non-shrink grout as per
manufactures specifications including all
materials,tools , shuttering ,pouring at
specified consistency, cleaning etc.
complete. cu.m 3.5
-
16 MASONRY WORK
16.01 B.B.M with Conventional bricks in
Super structure
Providing & constructing brick masonry 230mm thk or above using bricks with minimum crushing strength of 35 kg/sq.cm of approved quality / approved manufacturer in foundation & up to plinth in line & plumb including scaffolding, racking of joints, soaking bricks in solution as required, curing completed as directed complete as directed & instructed by Engineer in charge in walls, pillars, steps, platforms etc complete in cement mortar 1: 6 ( 1 cement 6 coarse sand )
cu.m
90
-
17 PLASTERING
Page | 107
17.01
Providing back coat plaster to ceiling
internally in single coat using approved
screened sand in all positions, including
providing base coat of 12mm thick in
cement mortar 1:4 mixing ( Sika ) water
proofing compound ( as per manufacturers
specification ) and fixing Chikenmesh jali
(24 Gauge) at the junction of two different
surfaces of different material component to
prevent cracking in plaster surfaces and
curing the same for not less than two days
including preparing the surface, watering
and scaffolding etc. complete.
sq.m 650
-
17.02
Providing back coat plaster to wall
surfaces in all positions internally in
Two coat using approved screened sand
in all positions, including providing base
coat of 15-20mm thick in cement mortar 1:4
mixing ( Sika ) water proofing compound (
as per manufacturers specification )and
fixing Chikenmesh jali (24 Gauge) at the
junction of two different surfaces of
different material component to prevent
cracking in plaster surfaces and curing the
same for not less than two days including
preparing the surface, watering and
scaffolding etc. complete.
sq.m 650
-
18 External sand faced plaster
Providing & applying externally sand faced plaster over brick stone or concrete surface in two coats (minimum thickness 20mm) using well graded sand, including roughening the concrete surface, applying base coat in C.M. 1:4 in proper line & level using waterproofing compound of approved manufacturer at 1kg per cement
bag, curing the same for not less than two
days and keeping the surface of the base
coat rough to receive the sand faced
treatment, applying second coat in C.M.
1:4, finishing the surface by taking out
grains and curing for not less than 14 days
etc. at all heights and levels as per
drawings including curing,
scaffolding,including making of dhar, panni
patti, groove etc.complete.
sq.m 1500
-
19 FLOORING
Page | 108
19.01 Non skid vitrified tiles flooring
Providing & laying non skid vitrified tiles
of approved size ,make, colour & quality for
flooring in required position & in line and
level on a bed of 1:6 c.m. (min.50 mm
thick) including cement slurry, filling joints
with matching colour cement slurry, curing
and cleaning etc. complete
Sq.m 15
-
19.02 Glazed tiles dado for Toilet
Page | 109
Providing and fixing coloured ceramic tiles
of approved make, size and colour for
skirting & dado in required position & in line
and level as directed, set on 1:6 cement
mortar including cement float, maintaining
the skirting with the layer of POP and filling
the joints with matching colour cement
slurry, curing, rubbing ,cleaning etc.
complete.
Sq.m 70
-
20
Supplying & fixing anodised aluminum Sliding windows with frames and shutters of minimum 2.5mm thick and 6mm clear glass including all necessary hardware, lever operator, fittings, fixtures, mastic putty etc., all complete. Two coats of bituminous paint to be applied to aluminum surface in contact with concrete. All materials, suppliers shall be approved by
Owner/Engineer
Sq.m 25
-
21 LOUVERS
(i)
Providing and fixing the louvers windows of
(600mm * 900mm) in toilet and WC for
ventilation purpose Sq.m 10
-
22 PAINTING AND FINISHING
22.01 White wash
Providing and applying whitewash in two
coats on plastered or masonry surface at
all heights including scaffolding, preparing
the surface by brushing brooming down
etc. complete.
Sq.m 2150
-
22.02 Primer
Providing and applying one priming coat of
approved quality on concrete/ masonry/
asbestos cement /plasters surface,
including scaffolding if necessary,
preparing the surface by thoroughly
cleaning oil, grease dirt and other foreign
matter and sand preparing etc. complete.
Sq.m 2150
-
22.03 Oil bound distemper
Page | 110
Page | 111
Providing and applying oil bound distemper
of approved make and shade on all
surfaces & at all heights in two coats
including scaffolding, preparing the
surfaceby brushing and brooming down,
applying primer, palti on a finished surface
etc. complete The dry/wet cleaning of
floors/pipes/glass etc after painting is to be
carried out.
Sq.m 1500
-
23
SANITORY FITTING AND FIXTURE (all
Hindware & Jaquar Fittings continental
series ) -
23.01 Wash Hand basin
Providing and fixing in position WASH
BASIN at required line & level including:
a. Coloured glazed earthenware wash
basin of Oval shaped. b. 32mm dia brass
CP bottle trap with waste coupling and
joints and 32 mm dia concealed outlet pipe
upto the nearest nahani trap. c. Feed pipe
with all Brass specials.d. Fixing one no.
15mm dia Brass CP heavy type screw
down pillar tap OF "Jaquar "make. 12mm
dia Brass CP heavy angle stop cock - one
no. of "Jaquar" make. 15 mm dia. flexible
pipe supply from angled stop cock.
No. 5
-
23.02 Semistall Urinals with cock
Providing and fixing URINALS WITH cock at required line and level including HINDWARE OR EQUIVALENT MAKE a. White glazed vitreous Flat back large urinal b. Brass CP distribution pipes from the bib cock to urinals with the necessary specials such as clamps etc. c. 32mm dia Brass CP heavy duty
bottle trap and required length of 32 mm
dia concealed outlet piped.15mm dia cock
of approved quality and make with all
special fittings etc.complete (Jaquar Make
or equivalent)
No. 5
-
Page | 112
24 Paving Blocks
Page | 113
Page | 114
Providing and laying concrete Paving
block of approved shape 10 M.T loading
capacity laid on 65mm thick compacted
sand cush-ion including required
slope,camber compacting with viabratory
roller etc.as directed etc.completed.
for 12 m wide road
sq.m 125
-
TOTAL Rs.
Above Quoted Price are inclusive of All Taxes, and Duties etc. (Inclusive of GST)
Total Amount in Word ( Rupees-
Page | 115
Page | 116
Sr. No. Item Description
Uni
t
Quantit
y Rate Amount
A EXCAVATION & BACK FILLING
1 Excavation in soft soil & murum
Excavation for footing, machine foundation, plinth beams , wall footing,gutters, tanks in soil, soft & hard murum & existing murum filling including removing the excavated stuff upto a distance of
where local govt. authorities
pemissible area for dumping and
stacking or spreading as directed,
shoring, strutting, dewatering
wherever required & preparing the
bed as directed , including
backfilling in layers, etc. complete (
Excavation for footing in excavated
trench,the measurement of this
footing in the " mass excavated
trench " shall be from bottom of such
trench to the bottom of footing pit)
0.0 - 1 m depth
Cu.
m 1750 -
2 Excavation in soft rock & hard
rock
Excavation in soft rock, Hard Rock , laterite, old cement concrete & lime masonry etc. for footing , machine foundation, plinth beams, wall footing, gutters , tanks includingremoving the excavated stuff upto a distance of 1500 m beyond battery limit area and stacking and / or spreading as directed, shoring, strutting, dewatering wherever required and preparing the bed as directed including back filling and compaction in layers etc. complete
1.0 - 2.5 m depth
Cu.
m
900
-
3 Filling in Plinth with available
material
Page | 117
Package-2: Core Processing Facility
Page | 118
Page | 119
Filling in plinth and floors with
approved material brought from
surplus excavated stuff including
excavation / re-excavation of stack/
client's borrow pits wherever
required as directed, including filling
in layers of 20-30 cm., watering,
compaction with mechanical
vibrator and levelling etc. complete.
The proctor density of such
compacted fill shall be 95% of
standard proctor.
Cu.
m 3500 -
4 Filling in Plinth with Contractors
material
Same as above, but filling with
contractor's murum brought from
outside including all royalties etc.
complete.
Cu.
m 2000 -
5 Providing Hard Core of 230mm
Thick
Providing & laying hard core of hand
crushed metal 60 mm in two layers
of 150 mm each consolidated to 115
mm making total thickness of 230
mm including watering,ramming
with heavy rollers,levelling the
surface with murum/gret spreading
etc.complete.(The rate shall be for
compacted thickness.)
Cu.
m 2254 -
6 LDPE sheets (Polyethylene
Sheets)
Providing and laying Polythene
sheet of 300 microns thickness of
approved make & quality below
Grade Slab,concrete floor including
cutting the sheet in required size,
laying the sheet, providing laps at
the joints etc. complete.
sq.
m 9800 -
7 CONCRETE & R.C.C ITEMS
7.1 Plum Concrete
Page | 120
Providing and laying plum concrete with using PCC 1:3:6 60% and trap rubble not more than 40% as per detailed designs including dewatering ,centering formwork with shuttering ply & steel plates, Compacting with vibrators, placing and curing etc. complete.(approximate)
cu.
m 1176 -
7.2 PCC 1:3:6
Page | 121
Page | 122
Providing and laying in situ Plain Cement Concrete M10 (1:3:6) Grade of trap metal for foundation,
floor bedding etc. including
dewatering, formwork, compacting
and curing & placing etc. complete
at all level.
cu.
m 1180 -
7.3 Cement Concrete
Providing and casting in situ controlled machine mixed & machine vibrating concrete of M25 grade concrete ( with approved mix design ) of trap metal & Crushed Sand as fine agreegate as per detailed designs including dewatering, centering formwork with shuttering ply &steel plates, compacting with vibrators, placing & fixing inserts (viz.plates, pipes for cutouts, anchors), formation of cutouts, chases etc. as per detail drawing and curing complete. RCC structures shall be Fair Finish and after deshuttering concrete surface to be clean & Properly finish by using grinder to receive the paint.(Rate at all heights & levels and excluding tor / mild steel Reinforcement)
7.3.a RCC Footing
cu.
m 500 -
7.3.b Column/ Pedestal upto plinth
cu.
m 250 -
7.3.c RCC beam
Cu.
m 400 -
7.3.d vaccum Dewatered Concrete Floor
for Plinth
Page | 123
Providing & laying cast in situ
machine mixed and machine
vibrated Reinforced cement
concrete of specified grade, curing
etc.complete using minimum
cement content as specified per
cum of concrete in grade slabs at
plinth level including VACUUM
DEWATERING the concrete with
suction matt, skim floater, trowelling
with power floater to achieve a wear
resistant floor including all
approaches, scaffolding, working
platform, formwork,plants and tools,
floater etc , providing
expansion,control, construction and
isolation joints, cutting of grooves
for joints ,. The surface tolerance
cu.
m 1470 -
Page | 124
Page | 125
shall not exceed 3mm measured
with a 3m straight edge on any
direction. The rate shall include
surface preparation, including
coating to reinforcement bars,
dowel caps etc masking tape,
primer etc.( Steel reinforcement ,
butumen impregnated fibre board
will be measured seperately).
8
Steel Reinforcement
steel for footing, Pedestal, Beams,
Slab etc MT. 125 -
9 Foundation bolts
Providing & fixing in position holding
down bolts / foundation bolts
(GRADE 8.8) in concrete or
masonry of various diameters
ranging from 12mm. to 32mm.
including nuts, washers, sleeves,
approx. length 1 to 1.6mtr. etc. as
per drawings including supply and
fixing templates, supports, bending,
setting out etc. complete as
specified and directed (templates
and supports will not be measured
and paid separately).
20mm Dia. No. 650 -
10 Grouting with 'Conbextra' GP-2…
Providing and casting in situ
"Conbextra" GP-2 non-shrink grout
as per manufactures specifications
including all materials,tools ,
shuttering ,pouring at specified
consistency, cleaning etc.
complete.
cu.
m
3.5 0
11
MASONRY WORK
B.B.M with Conventional bricks in
Super structure
Page | 126
Page | 127
Providing & constructing brick
masonry 230mm thk or above using
bricks with minimum crushing
strength of 35 kg/sq.cm of approved
quality / approved manufacturer in
foundation & up to plinth in line &
plumb including scaffolding, racking
of joints, soaking bricks in solution
as required, curing completed as
directed complete as directed &
instructed by Engineer in charge in
walls, pillars, steps, platforms etc
complete in cement mortar 1: 6 (1
cement 6 coarse sand )
cu.
m 180 -
12 PLASTERING
12.1
Providing back coat plaster to
wall surfaces in all positions
internally in Two coat using
approved screened sand in all
positions, including providing base
coat of 15-20mm thick in cement
mortar 1:4 mixing ( Sika ) water
proofing compound ( as per
manufacturers specification )and
fixing Chikenmesh jali (24 Gauge) at
the junction of two different surfaces
of different material component to
prevent cracking in plaster surfaces
and curing the same for not less
than two days including preparing
the surface, watering and
scaffolding etc.complete.
sq.
m 850 -
External sand faced plaster
Page | 128
Page | 129
12.2
Providing & applying externally
sand faced plaster over brick stone
or concrete surface in two coats
(minimum thickness 20mm) using
well graded sand, including
roughening the concrete surface,
applying base coat in C.M. 1:4 in
proper line & level using
waterproofing compound of
approved manufacturer at 1kg per
cement bag, curing the same for
not less than two days and keeping
the surface of the base coat rough
to receive the sand faced treatment,
applying second coat in C.M. 1:4,
finishing the surface by taking out
grains and curing for not less than
14 days etc. at all heights and levels
as per drawings including curing,
scaffolding,including making of
dhar, panni patti, groove
etc.complete.
sq.
m 1680
-
13 PAINTING AND FINISHING
13.1 White wash
Providing and applying whitewash
in two coats on plastered or
masonry surface at all heights
including scaffolding, preparing the
surface by brushing brooming down
etc.complete.
sq.
m 850 -
13.2 Primer
Providing and applying one priming
coat of approved quality on
concrete/ masonry/ asbestos
cement /plasters surface, including
scaffolding if necessary, preparing
the surface by thoroughly cleaning
oil, grease dirt and other foreign
matter and sand preparing etc.
complete.
Sq.
m 850 -
13.3 Oil bound distemper
Providing and applying oil bound
distemper of approved make and
shade on all surfaces & at all
heights in two coats including
scaffolding, preparing the surfaceby
brushing and brooming down,
applying primer, palti on a finished
surface etc. complete The dry/wet
Sq.
m 1200
-
Page | 130
cleaning of floors/pipes/glass etc
after painting is to be carried out.
14 Puff Panel
Page | 131
Providing and fixing the puff panel
of 150 mm thick below trimix of floor
area
sq.
m 5000 -
15
Supply & errection of PEB
STRUCTURE for cold storages,
Repining Chamners, Lab , Ware
House as per design specification.
MT Lump
Sum
TOTAL
Rs. -
Above Quoted Price are inclusive of All Taxes, and Duties etc. (Inclusive of GST)
Total Amount in Words:-
No. of Buildings: 1 Total
1) Building= 74m X80m/53.35 = 5212.98 Sq mtr.
2) Canopy = 3m X 7.5Mx6m = 135 Sq mtr
3) L To = 9m X 22.3m = 200.70 Sq mtr
TOTAL AREA = 5548.68 SQMT
TOTAL AREA = 59,703.79 SQFT
1. Type of Frame Rigid built-up frames.
2. Number of main ends 2
3. Roof Slope 1:10
4. Width (m) m O/O of steel line
5. Length (m) m / 53.35 O/O of steel line
6. Columns Base condition Pinned
7. Clear Height (M) from FFL
(Eaves End)
8.00 m
8. Bay spacing (m) 6.75 m c/c
9. End wall Bay spacing (m) varies (as per drawing)
10. End wall Frame type: Post & Beam with wind columns. Extendable Gable
11. End wall construction 0.5 mm TCT high tensile pre-color coated Galvalume
cladding with self-drilling fasteners above 1.2m of 230 mm
both side plastered brick wall.
12. Side walls Type Fixed, No future expansion
13. Side wall construction 0.5 mm TCT high tensile pre-color coated Galvalume
cladding with self-drilling fasteners above 1.2m of 230 mm
both side plastered brick wall.
14. Bracing type: Exterior walls Rod bracing conforming to sound
engineering practice and architectural concurrence.
15. Type of Eave Eave Gutter made out of 0.5mm pre- painted Galvalume
sheet with suitable sized down-take made from PVC pipes
up to drain level
16. Roof sheeting Standing seam roof sheeting system with all the
accessories like GI Secret clip, STS, rivets, filler block, end
closures, In seal tape, silicon sealant etc. / 0.55 mm thick
Page | 132
A. DRY WAREHOUSE
Page | 133
A.1 Building Description:
STRUCTURE DESCRIPTION:-
Page | 134
bare Galvalume steel Panel with grade 350 yield stress-
350 N/mm2 ; (with 150 GSM coating),
17. Day Light panel on Roof. mm thk. day light PC panels matching roof sheet profile for
at least 3% of roof area
18. Openings ( Gates) 5m x 4.5m openings on each sides of the building and 5m
X 4.5m openings on gable ends (6 Nos. as required for
maximum operating efficiency)
19. Openings ( Single Doors) Not Required
20. Openings ( Louvers) 1.8m height louvers on each sides of the building. (No. as
required for maximum operating efficiency)
21. Canopy Self-supported Canopy with 3m overhang. (No. as
required for maximum operating efficiency)
22. Canopy Roof sheeting Same as Building roof sheet. Considered soffit sheeting
23. Fillet weld of Built up
sections
As per design ( subject to prior approval)
24. Minimum built up section
thickness
Web : 4.0 mm, Flange :6.0mm
25. Minimum cold formed
member thickness
1.8 mm
26 Ventilation Not Required
27 Insulation Not Required
28 Internal Partitions Partition of 230 mm brick wall upto 1.2 meter and
thereafter, widthwise full height partition of 0.5 mm TCT
high tensile pre-color coated Galvalume cladding with
selfdrilling fasteners till the roof top
29 Mezzanine construction Beam & Post structure with 1.2mm thk high rib GI Decking
Sheet with 100mm RCC Floor and light frame walls.
Masonry Walls on the inner side and Structural Glazing
and ACP Cladding on the outer side Partitions shall be
made of dry construction. Suitable food standards flooring
may be put up for the mezzanine.
No. of Buildings: 1 Total
Building= 26.16m X26.53 = 694 Sqmtr.
TOTAL AREA = 694.00 SQMT TOTAL
AREA = 7467.44 SQFT
1. Type of Frame Rigid built-up frames.
2. Number of main ends 1
3. Roof Slope 1:10
4. Width (m) 26.16 m O/O of steel line
5. Length (m) 26.53 m O/O of steel line
6. Columns Base condition Pinned
Page | 135
B) Cold Storage and Quality laboratory
Page | 136
A. COLD STORAGE
A.1 Building Description:
STRUCTURE DESCRIPTION:-
Page | 137
7. Clear Height (M) from FFL
(Eaves End)
11.00 m
8. Bay spacing (m) 6.75 m c/c
9. End wall Bay spacing (m) varies (as per drawing)
10. End wall Frame type: Post & Beam with wind columns. Extendable Gable
11. End wall construction 100 mm thick PUFF panel with 0.50 mm PPGI Inner and
Outer sheets, above 1.2m of 230 mm both side plastered
brick wall.
12. Side walls Type Fixed, No future expansion
13. Side wall construction 100 mm thick PUFF panel with 0.50 mm PPGI Inner and
Outer sheets, above 1.2m of 230 mm both side plastered
brick wall.
14. Bracing type: Exterior walls Rod bracing conforming to sound engineering
practice and architectural concurrence.
15. Type of Eave Eave Gutter made out of 0.5mm pre- painted Galvalume
sheet with suitable sized down-take made from PVC pipes
up to drain level
16. Roof sheeting Standing seam roof sheeting system with all the accessories like GI Secret clip, STS, rivets, filler block, end closures, In seal tape, silicon sealant etc. / 0.55 mm thick bare Galvalume steel Panel with grade 350 yield stress- 350 N/mm2 ; (with 150 GSM coating),
17. Day Light panel on Roof. Not Required
18
Openings ( Gates) 2nos opening ( as required for maximum operating efficiency)
.
19. Openings ( Single Doors) Not Required
20. Openings ( Louvers) Not Required
21. Canopy Self-supported Canopy with 3m overhang. (No. as required
for maximum operating efficiency)
22. Canopy Roof sheeting Same as Building roof sheet. Considered soffit sheeting
23. Fillet weld of Built up
sections
As per design ( subject to prior approval)
24. Minimum built up section
thickness
Web : 4.0 mm, Flange :6.0mm
25. Minimum cold formed
member thickness
1.8 mm
26. Ventilation Not Required
27. Insulation Not Required
28. Internal Partitions 100 mm thick PUFF panel with 0.50 mm PPGI Inner and
Outer sheets.
29. Number of Partitions Not Required
30. Openings in Partition Not Required
31. Mezzanine Not Required
32. Mezzanine construction Beam & Post structure with 1.2mm thk high rib GI Decking Sheet with 100mm RCC Floor and light frame walls. Masonry Walls on the inner side and Structural Glazing and
ACP Cladding on the outer side Partitions shall be made of
dry construction. Suitable food standards flooring may be put
up for the mezzanine.
No. of Buildings: 1 Total
Page | 138
C) Ripening Chamber C.1 Building Description:
Page | 139
Building = 51.21mX61.06m =3126.88 Sqmtr.
Canopy = 3m X 42.24m = 126.72 Sqmtr
Canopy = 3m X 20m = 60.00 Sqmtr
TOTAL AREA = 3313.60 SQMT
TOTAL AREA = 35,654.33 SQFT
1. Type of Frame Rigid built-up frames.
2. Number of main ends 2
3. Roof Slope 1:10
4. Width (m) 51.21 m O/O of steel line
5. Length (m) 61.06 m O/O of steel line
6. Columns Base condition Pinned
7. Clear Height (M) from FFL
(Eaves End)
3.50 m
8. Bay spacing (m) 7.5 m c/c
9. End wall Bay spacing (m) varies (as per drawing)
10. End wall Frame type: Post & Beam with wind columns. Extendable Gable
11. End wall construction 80mm thk puff panels with 40 density with one side PPGL 0.5thk and other side PPGL -0.5 thk etc. complete , above 1.2m of 230 mm both side plastered brick wall.
12. Side walls Type Fixed, No future expansion
13. Side wall construction 80mm thk puff panels with 40 density with one side PPGL 0.5thk and other side PPGL -0.5 thk etc. complete, above 1.2m of 230 mm both side plastered brick wall.
14. Bracing type: Exterior walls Rod bracing conforming to sound engineering
practice and architectural concurrence.
15. Type of Eave Eave Gutter made out of 0.5mm pre- painted Galvalume
sheet with suitable sized down-take made from PVC pipes
up to drain level
16. Roof sheeting Standing seam roof sheeting system with all the accessories like GI Secret clip, STS, rivets, filler block, end closures, In seal tape, silicon sealant etc. / 0.55 mm thick bare Galvalume steel Panel with grade 350 yield stress- 350 N/mm2 ; (with 150 GSM coating),
17. Ceiling and Floorings mm thk Puff panel with 40 density with with one side PPGL -
0.5thk and other side PPGL -0.5 thk for ceiling will be
provided to three repining chambers and cutout to be
provided for fixing Lighting fixtures. Flooring 50 mm thick raw
insulation.
18. Day Light panel on Roof. Not Required
19. Openings ( Gates) 2nos opening (as required for maximum operating
efficiency).
21. Canopy Self-supported Canopy with 3m overhang. (No. as required
for maximum operating efficiency)
22. Canopy Roof sheeting Same as Building roof sheet. Considered soffit sheeting
23. Fillet weld of Built up
sections
As per design ( subject to prior approval)
24. Minimum built up section
thickness
Web : 4.0 mm, Flange :6.0mm
Page | 140
25. Minimum cold formed
member thickness
1.8 mm
26. Ventilation Not Required
27. Insulation Not Required
Page | 141
D) STRUCTURE DESCRIPTION:-
Page | 142
Page | 143
28. Internal Partitions mm thick PUFF panel with 0.50 mm PPGI Inner and Outer
sheets.
29. Number of Partitions As per Design and as required for maximum operation.
30. Openings in Partition Not Required
Sr.N
o. Item Description
Uni
t Quantity Rate Amount
A EXCAVATION & BACKFILLING
1 Excavation in soft soil & hard
murum
Excavation for footing, machine
foundation, plinth beams , wall
footing,gutters, tanks in soil, soft &
hard murum & existing murum filling
including removing the excavated stuff
upto a distance of where local govt.
authorities pemissible area for
dumping and stacking or spreading as
directed, shoring, strutting, dewatering
wherever required & preparing the
bed as directed , including backfilling in
layers, etc. complete ( Excavation for
footing in excavated trench,the
measurement of this footing in the "
mass excavated trench " shall be from
bottom of such trench to the bottom of
footing pit)
a - 1.00 m
cu.
m 1200
-
2 Excavation in soft rock & hard rock
Excavation in soft rock, Hard Rock ,
laterite, old cement concrete & lime
masonry etc. for footing , machine
foundation, plinth beams, wall footing,
gutters , tanks includingremoving the
excavated stuff upto a distance of
1500 m beyond battery limit area and
stacking and / or spreading as
directed, shoring, strutting, dewatering
wherever required and preparing the
bed as directed including back filling
and compaction in layers etc. complete
a - 2.2 m
cu.
m 750
-
3 Filling in plinth with available
material
Page | 144
Package- 3 Non-Core Infrastructure Facility
Page | 145
Page | 146
Filling in plinth and floors with
approved material brought from
surplus excavated stuff including
excavation / re-excavation of stack/
client's borrow pits wherever required
as directed, including filling in layers of
20-30 cm., watering, compaction with
mechanical vibrator and levelling etc.
complete. The proctor density of such
compacted fill shall be 95% of
standard proctor.
cu.
m 1800
-
4 Filling in plinth with contractors
material
Same as above, but filling with
contractor's murum brought from
outside including all royalties etc.
complete.
cu.
m 800
-
5 Providing Hard Core of 230mm
Thick
Providing & laying hard core of hand crushed metal 60 mm in two layers of 150 mm each consolidated to 115 mm making total thickness of 230 mm including watering,ramming with heavy rollers,levelling the surface with murum/gret spreading etc.complete.(The rate shall be for
compacted thickness.)
cu.
m 874
-
6 CONCRETE & RCC ITEMS
6.1 Plum Concrete
Providing and laying plum concrete
with using PCC 1:3:6 60% and trap
rubble not more than 40% as per
detailed designs including dewatering
,centering formwork with shuttering ply
& steel plates, Compacting with
vibrators, placing and curing etc.
complete.(approximate)
cu.
m 150
-
6.2 PCC 1:3:6
Providing and laying in situ Plain
Cement Concrete M10 (1:3:6) Grade
of trap metal for foundation, floor
bedding etc. including dewatering,
formwork, compacting and curing &
placing etc. complete at all level.
cu.
m 450
-
6.3 Cement Concrete
Page | 147
Page | 148
Providing and casting in situ controlled machine mixed & machine vibrating concrete of M25 grade concrete ( with approved mix design ) of trap metal & Crushed Sand as fine agreegate as per detailed designs including dewatering, centering formwork with shuttering ply &steel plates, compacting with vibrators, placing & fixing inserts (viz.plates, pipes for cutouts, anchors), formation of cutouts, chases etc. as per detail drawing and curing complete. RCC structures shall be Fair Finish and after deshuttering concrete surface to be clean & Properly finish by using grinder to receive the paint.(Rate at all heights & levels and excluding tor / mild steel Reinforcement)
6.3.a footing
cu.
m 400
-
6.3.b column/ pedestal upto plinth
cu.
m 175
-
6.3.c plinth beam
cu.
m 100
-
6.3.d lintel beam
cu.
m 40
-
6.3.e slab beam
cu.
m 437
-
6.3.f chajja/ canopy
cu.
m 45
-
6.3.g
staircase cu.
m 75
-
7 Steel Reinforcement
Providing and fixing TMT Fe500
reinforcement steel for footing, Beam.
Columns, Pedestal, Staircase, Slab,
Chajjas etc complete.
MT. 125
-
MASONRY WORK
8 B.B.M with Conventional bricks in
Super structure
Page | 149
Page | 150
Providing & constructing brick
masonry 230mm thk or above using
bricks with minimum crushing strength
of 35 kg/sq.cm of approved quality /
approved manufacturer in foundation
& up to plinth in line & plumb including
scaffolding, racking of joints, soaking
bricks in solution as required, curing
completed as directed complete as
directed & instructed by Engineer in
charge in walls, pillars, steps,
platforms etc complete in cement
mortar 1: 6 ( 1 cement 6 coarse sand )
cu.
m 750
-
9 WATERPROOFING
9.1 I.P.S.waterproofing with brick bat
coba
Providing and laying I.P.S. waterproofing with brick bat coba of avg. Thickness of 150 mm to terrace
slab including -
1. Washing the existing concrete surface. 2. Laying 1:3 cement mortor base & laying brickbat in layer in CM 1:3 to required slope as per drawing . Top coat of 1:3 cement mortor, finishing the top coat with cement slurry. 3. Mixing an integral waterproofing compound of approved make (skott no. 1) at 1.0 kg per bag of cement at all stages. 4. Injection grouting with non shrink cementacious grout of approved manufacturer ( Fosrock/sikka)at construction junctions. 5. Item shall include curing, cleaning, giving 7 days pond test and 10 years guarantee in approved / enclosed format. 6. Waterproofing shall be carried
out upto 300 mm above finished
terrace level with terrace level with
coving. (Measurement given, is clear
plan dimensions)
sq.
m 435
-
9.2 Waterproofing treatment to toilet
pits
Page | 151
Page | 152
Waterproofing treatment to toilet pits
with cleaning the slab surface with wire
brush and washing the slab surface
thoroughly, applying waterproof
plaster in c.m. 1:3 using approved
waterproofing compound to sides and
slab surface, finishing Necessary laps
on walls, watas at junctions of walls
etc. including cleaning, watering,
curing, giving seven days pond test
etc. compl.
sq.
m 50
-
9.3 Waterproofing treatment in sunken
portions
Providing waterproofing treatment in
sunken portions of toilets etc, by laying
alternate layers of mortar thickness 25
mm thick in cement mortar 1:3 with
addition of waterproofing compound
and gaps filled with same mortar,
using specialized material ( Cinder )
as per specialists specification
followed by 50mm M15 G concrete
including making slopes, so that the
total depth is made up leaving to
receive flooring. The whole toilet so
finished shall be flooded with water for
a minimum period of weeks for curing
and for final test, as directed and
covering the whole treatment with ten
year's guarantee, on requisite stamp
paper etc. complete. ( at all levels )
cu.
m 15
-
10 PLASTERING
10.1 Providing back coat plaster to
ceiling internally in single coat using
approved screened sand in all
positions, including providing base
coat of 12mm thick in cement mortar
1:4 mixing ( Sika ) water proofing
compound ( as per manufacturers
specification ) and fixing Chikenmesh
jali (24 Gauge) at the junction of two
different surfaces of different material
component to prevent cracking in
plaster surfaces and curing the same
for not less than two days including
preparing the surface, watering and
scaffolding etc.complete.
sq.
m 610
-
Page | 153
Page | 154
10.2 Providing back coat plaster to wall
surfaces in all positions internally in
Two coat using approved screened
sand in all positions, including
providing base coat of 15-20mm thick
in cement mortar 1:4 mixing ( Sika )
water proofing compound ( as per
manufacturers specification )and fixing
Chikenmesh jali (24 Gauge) at the
junction of two different surfaces of
different material component to
prevent cracking in plaster surfaces
and curing the same for not less than
two days including preparing the
surface, watering and scaffolding
etc.complete.
sq.
m 4500
-
External sand faced plaster
10.3 Providing & applying externally sand
faced plaster over brick stone or
concrete surface in two coats
(minimum thickness 20mm) using well
graded sand, including roughening the
concrete surface, applying base coat
in C.M. 1:4 in proper line & level using
waterproofing compound of approved
manufacturer at 1kg per cement bag,
curing the same for not less than two
days and keeping the surface of the
base coat rough to receive the sand
faced treatment, applying second coat
in C.M. 1:4, finishing the surface by
taking out grains and curing for not
less than 14 days etc. at all heights and
levels as per drawings including
curing, scaffolding,including making of
dhar, panni patti, groove etc.complete.
sq.
m 3750
-
Birla Wall Care Putty
10.4 Providing Birla Wall Care Putty 3 mm
thick finishing to plastered surfaces in
all positions including scaffolding and
curing complete.
sq.
m 5250
-
11 FLOORING
11.1 Providing and laying VitrifiedTile of
10mm thick of approved quality for
floor on a bed of cement mortar 1:6
including cement float, filling joints with
neat cement slurry,laying and
removing POP, cleaning etc complete.
sq.
m 2500
-
Page | 155
Granite flooring
Page | 156
Page | 157
11.2 Providing and laying Granite stone
slabs 20mm thick of approved quality
for treads with nosing and edge
champhar polishing and Riser without
nosing for steps in single peice as per
design on a bed of cement mortar 1:6
including cement float, filling joints with
neat cement slurry,laying and
removing POP, cleaning etc complete.
sq.
m 500
-
Granite window sills
11.3 Providing and laying approved quality
Granite 18-20 mm thick for window sill
of wall width, in line & level on a bed of
1:6 cement plaster including cement
float, filling joints with matching colour
cement slurry, curing, edge polishing,
chamfering ,cleaning, etc.complete.
sq.
m 60
-
Non skid vitrified tiles flooring
11.4 Providing & laying non skid vitrified tiles of approved size ,make, colour & quality for flooring in required position & in line and level on a bed of 1:6 c.m. (min.50 mm thick) including cement slurry, filling joints with matching colour cement slurry, curing and cleaning etc. complete
sq.
m 275
-
Glazed tiles dado for Toilet
11.5 Providing and fixing coloured ceramic
tiles of approved make,size and colour
for skirting & dado in required position
& in line and level as directed, set on
1:6 cement mortar including cement
float, maintaining the skirting with the
layer of POP and filling the joints with
matching colour cement slurry, curing,
rubbing ,cleaning etc.complete.
sq.
m 560
-
Granite for urinal partitions
11.6 Providing & fixing granite for urinal
partitions of size 1500 x 600 mm
polished on both sides and
chamferring on front edge including
fixing in position in line and level in
cement motor 1:4, curing, edge
polishing, cleaning etc. complete.
No. 20
-
12 DOORS AND WINDOWS -
12.1 Solid core Flush door
Page | 158
Page | 159
Providing and fixing approved quality
factory made solid core flush door in
single/double leaf 32mm thick BWR
type plywood surface on both sides ,
TW beading on all edges ,doors to be
of exterior grade as per the detailed
drawings approved face laminates
1mm thick on both faces or as directed
all necessary beads,moulding and
lipping,stainless steel fixtured of
dorma/ equivalent make round knob
with cylindrical lock
arrangement,Hinges,Door closer,Door
stoper, and fastenings, handles on
both sides etc.complete . (Door size as
per drawings)
Sq
m 190
-
12.2 Windows
Supplying & fixing anodised aluminium Sliding windows with frames and shutters of minium 2.5mm thick and 6mm clear glass including all necessary hardware, lever operator, fittings, fixtures,mastic putty etc., all complete. Two coats of bituminous paint to be applied to aluminium surface in contact with concrete.
All materials, suppliers shall be
approved by Owner/Engineer
sq.
m 448.08
-
12.3
ventilators in Aluminum frame with
5mm Glass and Moquote Net etc
complete.
sq.
m 30
-
13 PAINTING AND FINISHING -
13.1 White wash
Providing and applying whitewash in
two coats on plastered or masonry
surface at all heights including
scaffolding, preparing the surface by
brushing brooming down
etc.complete.
sq.
m 6300
-
13.2 Primer
Page | 160
Providing and applying one priming
coat of approved quality on concrete/
masonry/ asbestos cement /plasters
surface, including scaffolding if
necessary, preparing the surface by
thoroughly cleaning oil, grease dirt and
other foreign matter and sand
preparing etc. complete.
sq.
m 4200
-
13.3 Oil bound distemper
Page | 161
Page | 162
Providing and applying oil bound distemper of approved make and shade on all surfaces & at all heights in two coats including scaffolding, preparing the surfaceby brushing and brooming down, applying primer, palti on a finished surface etc. complete
The dry/wet cleaning of
floors/pipes/glass etc after painting is to
be carried out.
sq.
m 4500
-
13.4 Luster Paint
Providing and applying Luster of
approved make and shade on all
surfaces at all heights in three coats
including scaffolding, preparing the
surface by brushing and brooming
down, applying primer two coats and
final luster paint applying and levelling
the surface with coat of Birla white
putty before and after the primer coat
and also after the first coat etc.
complete. The dry/wet cleaning of
floors/pipes/glass etc. after painting is
to be carried out, protection of surfaces
before painting is included in the item.
sq.
m 2000
-
13.5 White/coloured weathershield
exterior paint
Providing and applying
White/coloured weathershield paint
in two coats over plastered surface as
per the manufacturers instructions & of
approved shade and make including
preparing the surface, applying
appropriate primer, scaffolding,
cleaning etc. complete
sq.
m 2800
-
13.6 White/coloured appex ace exterior
paint
Providing and applying
White/coloured appex ace paint in two coats over plastered surface as per the manufacturers instructions & of approved shade and make including preparing the surface,applying
appropriate primer,
scaffolding,cleaning etc.complete
sq.
m 2800
-
14 SANITORY FITTING AND FIXTURE (
all Hindware & Jaquar Fitttings
continental series ) -
14.1 European WC
Page | 163
Page | 164
Providing and fixing in position
EUROPEAN WATER CLOSETS from HINDWARE Sanitaryware (Floor / Wall mounted) at required line and level including - a. White glazed earthenware WC pan of approved make with integral P or S trap including C.I. connection upto soil pipe at the outer face of the wall. b. 32mm dia valve, with 32 mm dia
concealed G.I. 'C' class flush pipe c.
Including the necessary brick seat
around the pan with 1:2:4 cement
concrete bedding 35mm thick
complete.
No. 18
-
14.2 Indian WC
Providing and fixing in position INDIAN
WATER CLOSET from HINDWARE Sanitaryware including automatic flush valve at required line & level including: a. 575 mm white glazed earthenware WC pan of Orissa type having right angled corners only, and of approved make with front inlet and P or S trap. b. 25mm dia valve of ‘R.A.’ or of equivalent make, with 25 mm dia concealed G.I. 'C' class flush pipe c. Including the necessary brick seat around the pan with 1:2:4 cement concrete bedding 35 mm thick complete. d. Including jet/hand sprinkler
No. 6
-
14.3 Wash Hand basin
Providing and fixing in position WASH
BASIN at required line & level
including a. Coloured glazed
earthenware wash basin of Oval
shaped. b. 32mm dia brass CP bottle
trap with waste coupling and joints and
32 mm dia concealed outlet pipe upto
the nearest nahani trap. c. Feed pipe
with all Brass specials. d. Fixing one
no. 15mm dia Brass CP heavy type
screw down pillar tap OF "Jaquar
"make. 12mm dia Brass CP heavy
angle stop cock - one no. of "Jaquar"
make. 15 mm dia. flexible pipe supply
from angled stop cock.
No. 12
-
Page | 165
14.4 Semi stall Urinals with cock
Page | 166
Page | 167
Providing and fixing URINALS WITH cock at required line and level including HINDWARE OR EQUIVALENT MAKE a. White glazed
vitreous Flat back large urinal
b. Brass CP distribution pipes from the bib cock to urinals with the necessary specials such as clamps etc. c. 32mm dia Brass CP heavy duty bottle trap and required length of 32 mm dia concealed outlet piped.15mm dia cock of approved quality and make with all special fittings etc.complete (Jaquar Make or equivalent)
No. 18
-
15 WATER SUPLLY
15.1 UPVC pipe...
Providing & laying and jointing UPVC
(Unplasticized Polyvinyl Chloride)
pipes including fittings and flanges
suitable for 5 kg/cm2 pressure (
Finolex / Astral make) Water Supply
Pipes including fixing in walls, chasing
& making holes in walls ,making them
good after the work, pressure testing
the entire line before concealing and
testing the line and joints after
completion etc. complete ( 32 mm Dia)
RM
T 250
-
15.2 Brass metal Ball Valves on 25mm mt 16
-
16 DRAINAGE
16.1 CPVC Soil / Vent pipe
Providing, fixing in position & and
testing SUPRIM CPVC soil & waste
pipes including fittings and supports
(SWR) confirming to IS 13592 :1990,
type B with Cement Solvent joint
installed below the floor slab with slung
supports at the given elevation by the
consultants duely tested for zero
leakage and seepage.
Rmt
Lump
sum
500,000.00
16.2 CPVC Soil pipe below flooring
Providing, fixing in position & and
Page | 168
testing SUPRIM CPVC soil & waste
pipes including fittings and supports
(SWR) confirming to IS 13592 :1990,
type B with Cement Solvent joint
installed below the floor slab with slung
supports at the given elevation by the
consultants duely tested for zero
leakage and seepage.
Rmt
16.3 100mm Dia CI Nahani trap
Page | 169
Page | 170
Providing and fixing in position 100
mm dia C.I. Nahani traps including
necessary beddings, upto the outside
face of the wall & stainless steel heavy
typegrating with ring of approved type
complete.
Nos
16.4 125mm dia cockroach proof
stainless steel floor trap
Providing and fixing 12.50 cm
cockroach proof stainless steel floor
trap. ( Neelkantha Model III chilly
mark ) with stainless steel grating etc.
fixed complete as per manufacturers
specification.
Nos
16.5 150x 100 mm Gully trap
Providing and fixing in position STONE
WARE GULLY TRAP of size 150 x 100
mm including C.I. cover and frame,
PCC 1:3:6 in foundation,230 x 300 mm
chamber of brick masonary in C.M.
1:5 with neat cement rendering
including excavation & refilling etc.
complete.
Nos
16.6 PVC Rainwater down take
Providing, fixing in position & jointing
PVC Pipes with all specials such as
bends,tees, single junctions, double
junctions, offsets, cowls etc. with
appropriate jointing, including making
holes in walls & floors, testing the line
and joints,painying the exposed pipes
with two coats of synthetic enamel
paint wherever specified etc.complete
16.6.
a
a) 110mm dia pipe Rmt 100
-
16.6.
b
b) 150mm dia pipe
Rmt 80
-
16.7 RCC hume pipe
Page | 171
Providing, laying and jointing RCC
HUME PIPES of NP 2 class with all
specials below ground level at all
depths including cutting, jointing with
hemp yarn & C.M.1:1 and testing
including excavation up to hard rock &
refilling, cleaning etc. complete.
16.7.
a
a) 150mm dia Rmt 150
-
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Page | 173
16.7.
b
b) 200mm dia
Rmt 200
-
17 Inspection chamber with CI
Providing and constructing masonary INSPECTION CHAMBERS upto 1200 mm depth in 230 mm thick conventional in C.M. 1:5,including
excavation up to hard rock, 100 mm
thick 1:3:6 c.c.bedding, C.M. 1:4
plaster from inside & outside surfaces
with smooth cement rendering on the
internal surface, haunches, channels
including CI medium duty frame and
cover ( 75 kg by weight) fixed in
cement Concrete 1:2:4 and three
coats of bituminous paint to the frame
and cover.
17.1 a) 600mm x 900mm Nos 40
-
17.2 b) 1200mm x 900mm Nos 8
-
18 Sintex water tank
Providing and fixing H.D.P Container
Sintex one piece moulded water tank
made out of high density Polyethyler
and built corrugated inclusive delivery
upto distinition housting fixing of
accesseries such as inlet, outlet
overflow pipe inclusive of all Tank
capacity between 1000 litres to 5,000
litres
Ltr 25000
-
TOTAL Rs
Total Of Package No 3 Rs
Above Quoted Price are inclusive of All Taxes, and Duties etc. (Inclusive of GST)
Total Amount in Words-
Page | 174
Page | 175
Page | 176
Package- 4: Plant and Machinery
1. Cold Storage(2000MT):
1.1 Scheme of Refrigeration System
The facility should have Pump feed Ammonia System to cater to the refrigeration requirement of the
project.
The refrigeration capacity would be 320 KW to cater to the refrigeration requirement of the facility and
should be divided into two Reciprocating compressor
The refrigeration system should comprise of
1. Reciprocating Compressor
2. Evaporative Condensor
3. Air Cooling Units for the Rooms
4. LP Receiver with complete valve station for the rooms
5. HP receiver with Valves
6. Safety Relief Valve
1.2 Evaporative Condenser
Provide & and install, as shown on the plans, an induced draft, counter flow evaporative condenser with a condensing capacity of 556 KW (minimum) total heat of rejection when operating with Ammonia refrigerant at 40 (ºC) condensing temperature with a 28 (ºC) design wet bulb temperature.
1.3 Basin and Casing
The basin and casing shall be constructed of G-235 (Z-600 Europe) hot-dip galvanized steel for long life and durability. Standard basin accessories shall include overflow, drain, type 304 stainless steel strainers, and brass make-up valve with plastic float.
1.4 Belt Drive A. Fan Motor
Totally enclosed air over ball bearing fan motor(s), with 1.15 service factor shall be furnished suitable for service on 415 volts, 50 hertz, and 3 phase. Motor(s) shall be mounted on an adjustable base which allows the motor to swing to the outside of the unit for servicing.
B. Drive
The fan drive shall be a multigroove, solid back V-belt type with taper lock sheaves designed for 150% of the motor nameplate horsepower. The belt material shall be neoprene reinforced with polyester cord and specifically designed for evaporative condenser service. Fan and motor sheaves shall be aluminum alloy construction. The fans and fan sheaves shall be mounted on the shaft with a specially coated bushing to provide maximum corrosion protection. Belt adjustment shall be accomplished from the exterior of the unit. Bearing lube lines shall be extended to the exterior of the unit for easy maintenance.
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1.5. Axial Propeller Fans
A. Fan
Shall be heavy duty axial propeller type statically balanced. The fans shall be constructed of aluminum alloy blades, installed in a closely fitted cowl with venturi air inlet. Fan screens shall be galvanized steel mesh and frame, bolted to the fan cowl.
B. Fan Shaft Bearings
Fan shaft bearings shall be heavy duty self-aligning ball type with grease fittings extended to the outside of the unit. Materials shall be stainless steel balls with chrome steel races and zinc plated housing for corrosion resistance. Bearings shall be designed for a minimum L-10 life of 75,000 hours.
1.6. Water Recirculation Pump
The pump(s) shall be a close-coupled, centrifugal type with mechanical seal, installed vertically at the factory to allow free drainage on shut down. Totally enclosed motor(s) of suitable capacity shall be furnished suitable for outdoor service on 415 volts, 50 hertz, and 3 phase.
1.7. Heat Transfer Coil
Condensing coil(s) shall be all prime surface steel, encased in a steel framework and hot-dip galvanized after fabrication as a complete assembly. The tubes shall be arranged in a selfspacing, staggered pattern in the direction of airflow for maximum heat transfer efficiency and minimum pressure drop, without the use of additional spacers between the coil tubes. The coil(s) shall be designed with sloping tubes for free drainage of liquid refrigerant and shall be pneumatically tested at 400 psig (2758 kPa), under water.
1.8. Water Distribution System
The system shall provide a water flow rate of not less than 6 GPM over each square foot (4 liters per second over each square meter) of unit face area to ensure proper flooding of the coil. The spray header shall be constructed of schedule 40 polyvinyl chloride pipe for corrosion resistance. All spray branches shall be removable for cleaning. The water shall be distributed over the entire coil surface by precision molded ABS spray nozzles (1-1/4” x 5/16” orifice) (3,2 by 0,8 mm) with internal sludge ring to eliminate clogging. Nozzles shall be threaded into spray header to provide easy removal for maintenance
1.9. Eliminators
The eliminators shall be constructed entirely of inert polyvinyl chloride (PVC) in easily handled sections. The eliminator design shall incorporate three changes in air direction to assure complete removal of all entrained moisture from the discharge air stream. Maximum drift rate shall be less than 0.001% of the circulating water rate
Page | 179
1.10. Louvers
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Page | 181
The louvers shall be constructed from polyvinyl chloride (PVC). The louvers shall be mounted in easily removable frames for access to the pan for maintenance. The louvers shall have a
1.11. Finish
All basin and casing materials shall be constructed of G-235 (Z-600 Europe) heavy gauge mill hot-dip
galvanized steel. During fabrication, all panel edges shall be coated with a 95% pure zinc-rich compound
for superior protection against corrosion
Make of Condenser: Evapco / BAC / Star Coolers minimum of two changes in air direction to prevent splashout and block direct sunlight.
1.12. Evaporator Unit
The units shall be ceiling mounted type and shall be complete with evaporator coil, fans & motors. The
casing and the pan shall be made from 1.6 thick G.I. sheet / Aluminum, powder coated or duly painted
with Zinc Rich Paint. The cooling coil shall be of Inox/Aluminium tubes with aluminum fins and pressure
tested pneumatically at 20 Kg / cm2. The Unit will be provided with Axial Flow fan with External Rotor
Motor with static.
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Page | 183
1.13. Technical Specifications of PUF Panel
Density of PUF : 40+ 2 Kg/m3
PUF
Thickness(core) : 100/120 mm (as required)
Metal skin
Inside : PPGI
Outside : PPGI
Thickness of sheet : 0.5 mm
Sheet Colour : White (RAL 9002)
Compressive Strength : 2.1 Kg/Cm2
(at 10 % deformation)
Adhesive Strength : 3.0 Kg/Cm2
Tensile Strength : 4.0 Kg/Cm2
Resistance to pressure : at least 1.9 kg/cm2
Fire Protection
To BS: 476 Part.5 “not easily
Ignitability : ignitable”
Flammability : To IS:11239 “self extinguishing”
Extent of Burn as per BS
4735 : Max 100 mm
Water Absorption : 0.2 % at max R.H. 98 %
(As per ISO 2896)
Vapour Permeability at 90% RH & : 0.12 gm/hr m2
38 deg C
(As per ASTM E 96)
Stability of Dimensions : from -60 to +100 deg C
Dimensional Stability at -30 deg C for 48 hrs
L : 0.10 %
W : 0.09 %
T : 0.21 %
Thermal conductivity at a
mean : 0.021 W/m-K
temperature of 23.9 Deg C
Closed Cell Content : more than 90 %
Polyurethane Foam : Free of CFC
S
No.
Description
MT Cold room x 2 = 2000 MT Cold Store
Page | 184
1 Cold Store Size External m x 13m x 11m
2 No of Store 2
3 Total Store Size m x 26m x 11m
4 Products to be stored Tamrind
5 Room Final temp +5 to +10 Deg.C
6 Product Incoming Qty. Kgs Approx. per day
7 Product Incoming Temp +30 Deg.C
8 Pull Down Time Hours
9 Wall & Ceiling Insulation and Thickness 100MM Thk RPUF Panels – By Customer
PPGI/PPGI(0.50mm Thick Pre –painted
10 Type of Lamination Galvanized Iron Sheet)
50MM thk PUF Slabs + PCC & Kota Stone by
11 Floor Insulation and Thickness customer – By Customer
12 Door Type and Size Swing type of size: 1200x1980mm(ht), PP/PP
13 Number of Doors Nos each store . By Customer
14 Ambient Temp +43 Deg.C
15 Capacity of Refrigeration Unit BTUH
16 Number of Units No each Store – Total 12 Nos
17 Evaporator Cubik Type, Celfrost
18 Condensing Unit CH-41
Celfrost Condensing Unit with Emerson
19 Make, Model & Type of Compressor Compressor
20 Refrigerant R404a / R 407 C
21 Power Supply V, 3 Phase, 50Hz
Page | 185
1.14. Technical specifications
Page | 186
The Rack supported mezzanine shall be for not palletized material storage. All component used for same shall
be as per PSS which is designed as per international standards for Static conditions. Design is carried out on
structural analysis software after creating model of the structure. The standards followed and details of each
component shall be as follows
1.14.1 DESIGN OF COMPONENTS
The racking components shall be designed as per Indian / European Standards as described below
Indian Standard
IS 800 – General construction in steel
IS 801 – Code of practice for use of cold formed light gauge steel structure members in building
IS 1893 – Criteria for Earthquake resistance design of structures
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Page | 188
The above codes shall be used for general steel building design, thus the same does not cover the
critical design parameters of rack designing. The limitations of the above IS code (for steel building
design) essentially require rack to be designed as per European standard specific to Rack design.
The details of the same are given below.
European Standards for design
FEM: 10.2.01: Terminology and description of storage systems.
FEM: 10.2.02: EN 15512 Design code for Racking
EN 15635 : 2007- Steel static storage system; Adjustable pallet racking guidelines for safe use.
1.14.2. Raw Material:
The components shall be manufactured from superior quality cold rolled/ hot rolled sheets of
steel confirming to EN 10025/IS 10748 / IS 513 or EN 10327/IS277 with minimum yield stress
of 250 N/mm2 or 420 N/mm2. All fasteners supplied shall be electro-galvanized conditions
confirming to IS codes.
1.14.3. System Description:
The proposed pallet storage system shall consists of Upright, horizontal & diagonal struts, beams and
various components for imparting structural stability to the entire system. The uprights frames shall be
fastened to floor using base plate and anchor fasteners.
1.14.4 Upright:
The upright shall be 10/12 bend roll formed section manufactured on precision roll forming line to
ensure uniform profile without any twist. The upright shall be powder coated on automated line. The
uprights shall have slots at 50mm pitch
1.14.5 Base Plate:
The base plate shall be minimum 20mm thick powder coated or galvanized with provision for fixing
expansion bolts. It also shall have dimples for locating shims. The lips are provided for locating the
upright which also prevent rotation.
1.14.6. Hook Connector:
The hook connector is 5 hooks for proper fitting having thickness of 4 mm. The same is powder coated
with a coating thickness of minimum 50µm.
1.14.7. Beam with hook connector
The beams shall be box type construction made with by roll forming. The beams shall be manufactured
from single sheet having twin top profiles using latest technology. The twin top design offer maximum
Page | 189
resistance to torsional failure. The twin top design also does not require continuous welding
throughout the length of the beams and only the hook connectors have to be welded to the beams.
The hook connector has 5 lips and 4mm thickness. The beams are designed to limit the deflection less than span/200
1.14.8. Diagonal and Horizontal Struts:
The struts are made of C-Section with four bends.
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The struts are galvanized type. These provide the stability to the uprights. Hardware:
All fasteners supplied shall b e electro-galvanized conditions confirming to IS codes.
1.15 SAFETY / STABILITY MEMBERS
1.15.1. Safety Pin for Hook Connector
The safety pin is provided on each hook connector. In case of accidental lifting of the beam during
unloading the pin gets damage. It prevents the entire storage rack from collapsing.
1.15.2. Back to back connector
Back to back connectors are also provided to connect all the storage bays. The back to back connector
is made of angle, channel or tube profile. The connector not only imparts stability to the entire structure
but also maintain uniform gap between the rows. This member is also used for supporting the guide
rail of stacker crane.
1.15.3. Aisle Tie or Top beam across the bay
The aisle tie may not be required for pallet storage system with lower height.
The aisle tie is provided to connect all the frames at top across the bay. These members are
connected to form a continuous support to all upright frames to withstand seismic forces acting
across the bays.
1.16. MANUFACTURING
1.16.1. Roll forming, Bending and Fabrication
All the uprights and beams are roll formed on highly precision roll forming machine. The punching is
carried out before roll forming on automated line.
The components such as deck panels are bent on precision tools and press machines.
The fabrication work is carried out with jigs and fixtures to achieve desired accuracy.
1.16.2. Pre treatment:
All components are to be subjected to anti corrosion treatment by following the process of 1)
Degreasing & Phosphating, 2) Rinsing, 3) Rinse & De- Mineralized water rinsing.
1.16.3. Final Finish:
Page | 191
The final finish of the components is achieved on fully automated conveyor based powder coating line.
The components are oven baked after powder coating at 180 degree temperature. The dry film
thickness is average 50 microns assured on the automated line.
1.16.4. Cold Storage Door
Clear Width : 2100 mm
Clear Height : 4500 mm
Type of panel : Sandwichpanels shall be constructed of a core of kg
/m3 PUF
: on both sides covered with 0,6 mm galvanized steel plate
finished with 20 mu coating. The panels shall be
: supplied with
: thermal bridge-free PVC surrounding profiles.
: Stucco on the inside, smooth on the outside.
Sealing : All round with triple rubber profile.
Colour outside : RAL 9002 (white)
Colour inside : Standard colour RAL 9002 (white/grey)
Hardware : Galvanised Steel
Track Rail : Drop/Lift rail system
Installation on
Outer
: Wall
Wall
Construction : Panel Wall 100 mm
Finish of
opening : To be Include
Operation : Manual
Lock : To be Included
2. Ripening Chamber: (Capacity 75 MT – 8 NOS) ECRC
Ripening Chamber-Technical Specification
ECRC Ripening Chamber should have proper temperature & humidity control system for proper &
uniform ripening of various fruits & vegetables stored in plastic creates. The chambers should have
created proper supplies of various utilities, ripening machines, electrical/power accessories. The
proposed ripening chamber would be utilized for ripening of products like Mango, Tomato, Banana
etc.
D
Electrical Work
1
General lighting -12 no's to be provided with Switch and extra plug point on DB.( 2 no's in each RC) (PVC Pipe Conduct 1"Dia , Cable- Polycab make- 1.5 Sqmm for lighting, 4 Sqmm
for Power points, Lamps -12 Nos Mahindra make Induction Lamp, Switch - Anchor Roma
Make-12 no's with Half points- 6 no's)
Page | 192
2
General lighting -3 no's to be provided in passage and 6 no's for unloading area with
Switch
and extra plug point on DB. (PVC Pipe Conduct 1"Dia , Cable- Polycab make- 1.5 Sqmm for
lighting, 4 Sqmm for Power points, Lamps -9 Nos Mahindra make Induction Lamp, Switch
-
Anchor Roma Make- 9 no's with Half points- 9 no's)
Sr. Particular Details Specifications
1.
Exhaust Fans :-
50” Fan with auto opening 11 /12shutters, Drop Hamper Exhaust Fan Systems. 415 V, 50 Hz, 1.5 hp, 3 ph Motor.
Page | 193
3.
3- QUALITY CONTROL AND FOOD TESTING LAB
Working Laboratory- Technical specification
Working Lab with the proper working space to analysis & storage of lab equipment’s/chemicals/samples etc. suitable for analysis various test related to fruits & vegetables products.
The working lab shall also include the necessary furniture and fixtures as required. The proposed infrastructure shall be as per the National Accreditation Board for Testing and Calibration Laboratories (NABL) requirements
CFM:-25890,
Blades: - Stainless Steel blades for optimum performance with low noise. Body: - Heavy gauge G.I.
Dynamically balanced hub and blade assembly increases life and give trouble-free operations.
2.
Cellulose Cooling pad
Size :- 1800x600x 150 Qty:- 200 nso. Flute Angle :- 70 90
Paper :- Imported Swiss paper With excellent wetting properties
3.
Leading Kit
Submersible open well pump:- 1 hp. Kirloskar make.
With inlet and drain plumbing systems
4.
Frame for cooling
pads
Frame for the cooling pads with top water distribution and bottom gutter systems. Extruded Aluminium form, with 1 mm thick
Top Assembly : easy for pad removing for maintenance
5.
Air Circulation Fans
For give more air circulation at the time of Ethylene dosing
Air Volume : 5300 (M3/H),
Power : 180 watt , single phase
Body : Stainless Steel
5.
Micro processor
based Imported , Temperature and Humidity combining sensors with
Temp & Humidity controller to control proper temperature and humidity, co2 &
controller ethylene sensor to proper monitoring gases with data logging
co2 & ethylene
sensor Systems
6. Electrical Control Powder coated, IP 55 with protection of MCB, contractor, over
Panel
load realy,
With Auto / manual switch with synchronizing of the controller
7.
air tightening curtains
for air tightening during the gas dosing,
Material:- Tarpaulin, 200 micron thick with proper fixings
systems.
Page | 194
4
List of Quality Control Laboratory Equipment:
Size/Range Numbers
Name Purpose
Refrigerator 220 ltrs Sample Preservation 1
Water Bath 20-200°C Constant Temperature 1
Oven Universal 0-250°C Sterilization 1
Incubator Universal 0-70°C Micro-Analysis 1
Memmert Incubator 0-70°C Micro-Analysis 1
Hot Ait Oven 0-250°C Sterilization 1
BOD Incubator 0-60°C BOD Determination 1
Autoclave 50 ltrs Sterilization 2
Digital Electronic Balance 1mg-220gm Weighing 2
Balance 1gm-6 kgs Weighing 1
Leader Analytical Balance Weighing 1
Magnetic Shaker Shaking 1
Muffle Furnace 0-1100°C Ashing 1
Turbidity Meter Turbidity 1
Magnetic Shaker Shaking 1
Spectro photometer 1100nm Multi purpose 1
Centrifuge Centrifugation 1
UV Chamber Patulin Detection 1
Microscope Micro-Analysis 1
Colony Counter Microbiology 1
Laminar Air Flow Microbiology 1
Hand Refractometer 0-32°B Brix 2
Hand Refractometer
30-60°B
Brix
2
Hot Plate Heating 2
Rotator Space Mixer Shaking 1
Autopipette 0.1-1ml Micro-Analysis 2
Autopipette 0.5-5ml Micro-Analysis 3
Mixer/Grinder/juicer Mixing 1
Hand TDS Meter ppm TDS of Samples 1
Page | 195
Hand pH Meter pH Determination 1
Thermometer 0-250°C Multiple Use 2
Wall Thermometer 10-50°C Laboratory 1
Hot Plate Heating 2
Distillation Plant 10 ltrs Distillation 2
Testube Heater 1
Mixer Juicer 1
Digital Abeys Brix & R.I Determination
Consist meter Consistency Checking 1
Page | 196
4. ETP Machinery
4.0 DESIGN BASIS
4.1 EFFLUENT SOURCE : Effluent from washings, process sections.
4.2 EFFLUENT VOLUME : The approximate quantity of effluent: 500M 3 /day
4.3 PROPOSED DESIGN : 500KLD Plant designed to use for irrigation
Standards by APSPCB as well as CPCB, MOEF
Standard
s
4.4 RAW EFFLUENT CHARACTERISTICS
Parameter Unit
Value*
pH 3.5 to 8.5
Suspended Solids mg /lt. 900 to 2000
COD mg /lt. 4000
BOD mg /lt. 3000
O & G mg /lt. 100
Dissolved Solids mg /lt. 1000 3000
DATA ASSUMED
4.5 TREATMENT PLANT CAPACITY : 21 M3 / Hr.
4.6 NO. OF HOURS PLANT OPERATION : 24 Hr/Day.
4.7. TREATED EFFLUENT CHARACTERISTICS
Parameter Unit Value(After filters)
pH 7.0 to 8.5
Suspended Solids mg /lt. <30
BOD mg /lt. <10
O & G mg /lt. <10
END USES OF TREATED
4.8 EFFLUENT: Irrigation/ Gardening
Page | 197
PROPOSED SYTEM DESIGN
4.8.1 First Stage : Primary Treatment
- Floatable Solids removal
- Oil & Grease removal
- Suspended solids removal
- pH Neutralization
- Organic matter as BOD removal
4.8.3 Third Stage : Tertiary Treatment
- Suspended Solids removal
- Residual Color & odor removal
Page | 198
4.8.2 Second Stage : Biological Treatment
Page | 199
Anaerobic Anaerobic Digester
- Organic matter as BOD removal Aerobic Activated Sludge Process
BRIEF PROCESS DESCRIPTION OF PROPOSED ETP
Effluent Treatment Plant is designed to treat 5, 00,000 (500KLD) liter per day waste water generated
from the plant, by various stages of treatment.
4.9 PRIMARY TREATMENT
PHYSICAL CHEMICAL TREATMENT
First unit of proposed ETP is Screen Chamber, where floatable solid material shall be removed manually with the help of screen. Overflow from Screen chamber by gravity is collected in to Scum Removal tank where floatable scum shall be separated with the help of mechanical scarper mechanisms. Overflow from this unit is collected in Equalization Tank. From Equalization Tank effluent is transferred to Dissolved Air Flotation (DAF) system to separate scum, fat and also suspended solids from effluent. Clarified effluent overflow from Dissolved Air Flotation (DAF) system shall be further treated in the downstream Biological system.
For mixing of effluents at Equalization tank Air Blower with air purging grid is provided.
4.10. SECONDARY TREATMENT
BIOLOGICAL TREATMENT
ANAEROBIC DIGESTER TREATMENT
Biological treatment proposed here is Submerged Anaerobic Fixed Film Reactor (SAFFR). Major part of organic load shall be removed here. The anaerobic organisms will degrade the high concentrated organic matter present in the effluent. In this digester plastic bio fills media is used as a medium for attachment of microorganisms, which will in turn convert the complex organic matter into simple compounds like methane gas, CO2 & H2O. Overflow from this unit is treated at second stage biological aerobic system i.e., Conventional Activated Sludge Process (ASP).
Necessary safety devices are provided to anaerobic digester to handle biogas generated from the
system. One no. biogas flare system also provided to flare the gas generated from the digester.
4.11 ACTIVATED SLUDGE PROCESS SYSTEM (ASP)
Activated Sludge Process (ASP) system comprises of Aeration tank followed by Secondary Clarifier. In aeration tank organic load as BOD shall be degraded with the help of cultivated microbial culture. Constant Mixed Liquor Suspended Solids (MLSS) shall be maintained in definite proportions at
Page | 200
aeration tank by recycling the bio sludge trapped by the secondary clarifier. At aeration tank diffused aeration
system shall be provided to supply oxygen to microorganisms.
From dosing tank, nutrients as Nitrogen & Phosphorous shall be added to effluent at Aeration Tank
at the ratio of BOD: N: P as 100: 5: 1
Recycling of bio sludge from secondary clarifier will be done by non clog, centrifugal, semi open type continuous duty & suitable capacity sludge re circulation pump. The overflow from secondary clarifier is treated water collected in Chlorine Contact tank. At Chlorine Contact tank chlorine solution is dosed to kill pathogen micro organisms and effluent from here fed to dual media filter followed by activated carbon filter for removal of suspended solids and for clarity of water.
Outlet from ACF shall be treated water & meet the norms prescribed by the pollution control board for
safe disposal for on land irrigation / green development.
4.12 SLUDGE TREATMENT
Sludge from DAF, Secondary Clarifier shall be collected on Sludge holding tanks followed by
filter press for sludge dewatering. Dewatered and dried sludge cakes shall be used as good
manure or for secured land filling.
Backwash reject from MGF and ACF shall be collected at SHT for dewatering.
5. Water Softening Equipment
5.1. DESIGN BASIS:
Based on the raw water analysis provided by you, which is as follows, we are offering you treatment
plant as explained herewith:
Raw Water details:
pH : 6.5-8.8
Turbidity NTU : < 5
Total Hardness as CaCO3 mg/l : <280 ppm
Oil & Grease mg/l : Nil
Design Temperature 0C : Ambient
Treated water quality
Softener outlet
Total Hardness < 5
ppm
Output between regenerations
Softening Plant (OBR)
Page | 201
6. STP Machinery
6.1 DESIGN BASIS SEWAGE SOURCE DOMESTIC AND SEWAGE FROM FOOD
6.2 :
PARK
SEWAGE VOLUME The approximate quantity of Sewage: 220M 3
6.3 :
/day
PROPOSED DESIGN
220 KLD Plant designed to use for irrigation
6.4 : Standards by APSPCB as well as CPCB,
MoEF
RAW SEWAGE
6.5 CHARACTERISTICS Standards
DATA ASSUMED
6.6 TREATMENT PLANT CAPACITY : 9 M3 / Hr.
NO. OF HOURS PLANT
6.7 OPERATION : 24 Hr/Day.
PARAMETER UNIT VALUE#
PH 6.0 TO 8.5
TSS MG/LT. 400 TO 500
COD MG /LT. 800 TO 900
BOD 3 DAYS AT 27 0C MG /LT. 400 TO 500
O & G MG /LT. 50
ODOUR FOUL
Page | 202
TREATED SEWAGE 6.8 CHARACTERISTICS
Parameter Unit Value
pH 7.0 to 7.5
Suspended Solids mg/lt. < 20
COD mg /lt. < 50
BOD 3 days at 27 0C mg /lt. < 10
O & G mg /lt. < 10
Odour Odour Less
6.7 PROCESS DESIGN
The process design involves Physical and Biological processes.
6.8 PHYSICAL PROCESS
Screening, Grease & Grit Removal, Collection, Equalization, Mixing, Clarification, Filtration, Drying.
6.9 BIOLOGICAL PROCESS
Converting organic pollutant into harmless by products with the help of Aerobic Microorganisms. Flow sheet
is enclosed for your ready reference.
6.10 TERTIARY TREATMENT PROCESS
It consists of on line hypo dosing system, Multi grade sand filter, Activated carbon filter and UV system for
removal of Bacteria, turbidity and suspended solids.
6.11 TREATMENT SCHEME
Sewage treatment plant is designed to treat 400 M3/day waste water. Treatment plant proposed here is
completely aerobic treatment.
Raw Sewage first collected in Raw sewage sump and from here sewage transferred to Bar Screen
Chamber where the floatable solids if any shall be separated manually. Overflow from Screen Chamber
collected in grit Chamber. At Grit chamber settled sand, grit, dirt shall be collected. Over flow from Grit
Chamber fed Biological system consists of Fluidized Aerobic Bed Bio Reactor (FAB), Settling Tank and
Chlorine Contact Tank. FAB Reactor is filled with PP Random plastic media. In this reactor organic load
as BOD shall be degraded with the help of cultivated microbial culture. Microorganisms will grow on the
surface of the plastic media and in turn degrade and break the complex CHO compounds into simpler
organic compounds.
Page | 203
Diffused aeration system with air blowers and imported fine bubble air diffusers are provided to the system
for better growth and action of micro organisms.
Package 4 : Turnkey Price for supply, erection, commissioning, insurance, door delivery including
all taxes as per above given specification.
Sr. No Description Amount
1 Cold storages 2000 MT
2 Ripening chambers
3 Lab Equipment’s.
4 STP
5 ETP
6 WTP
Total Of Package No 4 Rs.
Above Quoted Price are inclusive of All Taxes, and Duties etc. (Inclusive of GST)
Package : 5 Material Handling Equipment, Miscellaneous & item
A) 2.5 MT Hydraulic Pallet Truck: 2 Nos
B) 3.00MT Forklifts:1 Nos
C) Reach truck: 1 Nos
D) Pallets: 3670 PCS
Injection Moulded Pallets
Injection moulded pallets from virgin plastic material Size: 1200 x 1000 x 160 MM
Capacity: Static 6000 Kg UDL
Dynamic 1200 Kg UDL
Racking 1000 Kg UDL
It should be durable with high tensile strength with proper finish etc.
Quantity: 3670 Pcs
E) Crates: 30,000 NOs Capacity 20kg of fruits (approx.)
Size OD: 540 MM x 360 MM x 290 MM (H)
Weight: 1.7±2%
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Colour: give details of colour available with company like APIIC logo
It should be durable, high in tensile strength with superior finish/design etc. Price deliver at site.
Quantity: 30000Pcs
F) Reefer Vans:1 : 7MT
G) Waste Collection: 2
H) Waste Collection Bins: 5
I) Tractor with Trolly: 1
J) Transformer: 1000KVA
K) DG Set: 1 Nos -Technical Specification of 500 KVA D.G. Set (Generator)
250 KVA Silent DG Set Comprising of the following:
Description No.
Frequency 50 HZ, Voltage 415 3 Ø, Noise Level <75 dBA, Battery Starting voltage 24 Volt DC,
Complete with silencer, 2600 MM or as per environmental requirement. Engine: No. of cylinder 6, with proper cooling system etc. Alternator with class H insulators on common base fram, with canopy, suitable design for weather & sound resistant enclosure. Insulation confirms to UL94- HF1 Class for flammability, with standard accessories i.e., control panel,
microprocessor based
1
with monitoring system etc. Fuel tanks Batteries with lids etc.
L) Electrical Transmission and Distribution
M) Other Miscellaneous Assets Signages, Telecommunication Infrastructure and T System, Software and Furniture And Fixtures a) 60 MT Weigh Bridge: 2
b) 10 to 500 Kg Weigh Scale: 5
Package 5 : Turnkey Price for supply, erection, commissioning, insurance, door delivery including
all taxes as per above given specification.
Sr. No Description Amount
1 2.5 MT Hydraulic Pallet Truck: 2 Nos
2 3.00MT Forklifts:1 Nos
3 Reach truck: 1 Nos
4 Pallets: 3670 PCS
5 Crates: 30,000 NOs
6 Reefer Vans:1 : 7MT
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7 Waste Collection: 2
8 Waste Collection Bins: 5
9 Tractor with Trolly: 1
10 Transformer: 1000KVA
11 DG Set: 1 Nos
12 Electrical Transmission and Distribution
13 Other Miscellaneous Assets Signages,
Telecommunication Infrastructure and T System,
Software and Furniture And Fixtures
Weigh Bridge: 2
Weigh Scale: 5
Total of Package No 5 Rs
Above Quoted Price are inclusive of All Taxes, and Duties etc. (Inclusive of GST)
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Schedule of Price for Tender.
Package
Scope & Technical Specification
Amount in Rs.
Package -1
Land Development
Package -2
Core Processing Facility
Package -3
Non-Core Infrastructure Facility
Package -4
Plant and Machinery
Package -5
Material Handling Equipment, Miscellaneous & Any other item for Other items.
Total Amount-
Amount in Word –
Above Quoted Price are inclusive of All Taxes, and Duties etc. (Inclusive of GST)
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SECTION – IV
DRAWING
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