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: hyderabad@nabcons.in

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.

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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.

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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.

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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.

Page | 24

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.

Page | 26

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,

Page | 31

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.

Page | 36

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

Page | 86

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

Page | 88

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

Page | 91

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".

Page | 93

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.

Page | 94

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.

Page | 95

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

-

Page | 172

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.

Page | 177

Page | 178

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

Page | 180

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.

Page | 182

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

Page | 187

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.

Page | 190

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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