158
1 AEGIS LOGISTICS LIMITED Unit No. 1202, 12 th floor, Tower B, Peninsula Business Park, G.K. Marg, Lower Parel (West), Mumbai – 400013 NOTICE INVITING TENDERS / BIDS TENDER NO.: TD/ALL/JPL/H2/JETTY PIPING WORK DATE: 31.12.2015 DESCRIPTION ALL is India’s leading Logistics Company engaged extensively in Liquefied Petroleum Gases (LPG), Liquid POL products, Petrochemicals and Chemicals, serving the Oil, Petrochemical and Gas Industry since 1977. The registered office of the Company is at Unit No. 1202, 12 th floor, Tower B, Peninsula Business Park, G. K. Marg, Lower Parel (West), Mumbai 400 013. Aegis Logistics Limited is a listed public limited company and a leading Logistics Company in India. ALL is India’s leading Logistics Company engaged extensively in Liquefied Petroleum Gases (LPG), Liquid POL products, Petrochemicals and Chemicals, serving the Oil, Petrochemical and Gas Industry since 1977. Aegis group owns / operates India’s largest integrated bulk Liquid cum LPG Terminal in the port of Mumbai and also the largest private bulk Liquid Terminal at Kochi port, Liquid and pressurized LPG Storage Terminal at Pipavav Port, Liquid Bulk Storage Terminal at Haldia and a LPG Bottling /Blending Unit at Kheda, Gujarat. The Group aims to create ‘necklace’ of similar port terminals around the coastline of India. It has firmed up plans to put up new/additional storage capacity at Pipavav, Kochi and Haldia during the next 18-24 months at an investment exceeding INR 4,000 million.

AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

1

AEGIS LOGISTICS LIMITED

Unit No. 1202, 12th floor, Tower B, Peninsula Business Park, G.K. Marg, Lower Parel (West), Mumbai – 400013

NOTICE INVITING TENDERS / BIDS

TENDER NO.: TD/ALL/JPL/H2/JETTY PIPING WORK DATE: 31.12.2015

DESCRIPTION

ALL is India’s leading Logistics Company engaged extensively in Liquefied Petroleum Gases (LPG), Liquid POL products, Petrochemicals and Chemicals, serving the Oil, Petrochemical and Gas Industry since 1977. The registered office of the Company is at Unit No. 1202, 12th floor, Tower B, Peninsula Business Park, G. K. Marg, Lower Parel (West), Mumbai 400 013. Aegis Logistics Limited is a listed public limited company and a leading Logistics Company in India.

ALL is India’s leading Logistics Company engaged extensively in Liquefied Petroleum Gases (LPG), Liquid POL products, Petrochemicals and Chemicals, serving the Oil, Petrochemical and Gas Industry since 1977. Aegis group owns / operates India’s largest integrated bulk Liquid cum LPG Terminal in the port of Mumbai and also the largest private bulk Liquid Terminal at Kochi port, Liquid and pressurized LPG Storage Terminal at Pipavav Port, Liquid Bulk Storage Terminal at Haldia and a LPG Bottling /Blending Unit at Kheda, Gujarat.

The Group aims to create ‘necklace’ of similar port terminals around the coastline of India. It has firmed up plans to put up new/additional storage capacity at Pipavav, Kochi and Haldia during the next 18-24 months at an investment exceeding INR 4,000 million.

Page 2: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

2

PRE - QUALIFICATION CRITERIA (PQC)

The tenderer shall meet all the following conditions for qualifying for the job of construction of Pipelines

1. The tenderer should have designed, fabricated, supplied, erected, tested and commissioned Pipelines of at least 50kms.

2. Should have completed atleast 1 project of similar size OR Should have completed three (3) projects of 50% size of bidding project

3. Average Annual Financial Turnover during the last 3 years, ending 31st March, of the previous financial year should be at least 200% of Bid (Contract) value. Bidders are required to submit the audited balance sheets, profit & loss statements for the last 3 financial years.

4. Bidder shall furnish documentary evidence i.e. copies of work orders/relevant pages of contract, completion certificate or certified final bill from their clients, annual reports containing audited balance sheets and profit & loss accounts statement, in the first instance itself, in support of their fulfilling the qualification criteria. ALL reserve the right to complete the evaluation based on the details furnished without seeking any additional information.

5. Parties who are affiliates of one another can decide which Affiliate will make a bid. Only one affiliate may submit a bid. Two or more affiliates are not permitted to make separate bids directly or indirectly. If 2 or more affiliates submit a bid, then any one or all of them are liable for disqualification.

6. Aberrance to the above can be defined based on agreed scope and the same can be discussed and mutually agreed during pre-bid meeting.

General Information:

Bidder shall submit the following documents along with Pre - Qualification bid for

meeting the PQ Criteria at the first instance itself and the evaluations will be finalized

based on the documents submitted.

a. Net worth of the bidder as per the latest audited annual financial year (2014-15)

shall be positive.

b. Financial years/previous period as above shall be reckoned from the due date of

submission of bids.

c. Bidder should submit Solvency Certificate from Nationalized / Scheduled Banks.

d. Bidders should have valid PF / VAT / Service Tax registrations and PAN.

e. Company profile indicating organization structure of bidding entity.

Page 3: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

3

f. Bidder to submit copies of purchase /work order /experience /completion

certificate containing the item description, ordered quantity, proof of supply

/commissioning / satisfactory performance of the system in support of the above

vendor prequalification criteria. All supporting documents pertaining to ‘Pre-

Qualification criteria’ submitted by the Bidder shall be certified true copies, duly

signed, dated and stamped by a Public Notary. In case of job under private sector,

TDS certificate has to be furnished in support of payment received against the job

for our scrutiny and evaluation.

g. Bidder shall submit all relevant documents of their proven track records and

satisfactory performance by giving detailed reference (email address/ contact

details) of end user(s). Owner shall have the right to obtain feedback directly from

any or all end user(s) about performance of the system installed at their location.

h. Bidder may choose to bid for only partial part and / or section of the part of the

tender, as relevant and appropriate. Other scope shall be clearly identified for ‘not

being quoted.’ The above mentioned pre-qualification criteria shall be relevant and

proportionate to the scopes for which the bids are submitted.

Note:

The Bidder should not be under liquidation, court receivership or similar proceedings.

Further agencies submitting their bids shall not be on the Holiday List of any PSU's or

Government Organizations in India and shall submit the declaration for the same.

Page 4: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

4

NOTICE INVITING TENDERS/BIDS

Sealed item rate tender for the fabrication and erection work for Jetty Piping at Aegis Logistics Limited (ALL), Haldia Dock Complex at Haldia (West Bengal).

Bid submission Address: Project Location

President – Projects and Operations

AEGIS LOGISTICS LTD.

C/O Sealord Containers Limited

Ambapada, Mahul Village, Trombay

Near BPCL Refinery Main Gate, Chembur

Mumbai - 400 074

Aegis Logistics Limited

Barkumar Chak & Jagat Chak Zone,

Hadia Dock Complex,

Durgachak, Dist. – East Midnapore

(West Bengal State)

On behalf of: (Corporate Address)

Aegis Logistics. Limited 1202, Tower B, Peninsula Business Park, G. K. Marg, Lower Parel (West) Mumbai-400013

The company reserves the right:

1. To accept or reject any / all tender(s) / Bid(s) without assigning any reason.

2. To place an order on one or more Contractors. Even individual Part can be

considered for placing on multiple Contractors.

3. To split and / or combine quantum of purchase at its own discretion.

4. The company will not entertain any affiliated / associated bids.

The bid shall be submitted in Sealed envelopes or vide e-bid. The last date for submission

of complete tender shall be 20th Jan 2016. The Sealed bids shall be sent to above mentioned

Bid Submission Address, in the proper format before the closing date. E-bids shall be

addressed to [email protected]. Bidder has to adhere to the closing date in

the Tender.

In case of any queries or clarification pertaining to tender document or clauses, the bidders are requested to write the same as per correspondence clause in the general Conditions of Tender.

Bidders are requested to send in their pre bid queries by 10th Jan 2016 on the Email id provided. The pre bid meeting, if required shall be arranged. The confirmation of pre bid meeting will be uploaded on the website www.aegisindia.com or will be conveyed to you in advance through mail. The Minutes of Pre bid meeting shall be posted on the website within 2 days after the meeting.

Page 5: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

5

MASTER INDEX

PART/ SECTION NO.

DESCRIPTION

PART 1

PART-A

SCOPE OF WORK & TECHNICAL SPECIFICATION FOR PIPING

FABRICATION & ERECTION WORKS (Pipeline from Jetty to LPG

Storage Terminal)

PART-B CIVIL, STRUCTURAL & OTHER ALLIED WORKS FOR

JETTY PIPELINE

PART-2

SECTION A SECTION A - GENERAL CONDITIONS OF TENDER

SECTION B

PART-A

SCHEDULE OF RATES FOR FABRICATION & ERECTION OF PIPELINE WORKS

PART-B

SCHEDULE OF RATES FOR CIVIL, STRUCTURAL & OTHER ALLIED WORKS FOR JETTY PIPE LINE

SECTION C SPECIAL CONDITIONS OF TENDER

SECTION D OTHER SPECIAL CONDITION OF THE TENDER

DRAWINGS AND DOCUMENTS

Page 6: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

6

AEGIS LOGISTICS LIMITED

TENDER FOR FABRICATION & ERECTION WORK FOR JETTY PIPING WORK AT

HALDIA PORT

Part 1 (Scope of Work and Technical Specifications)

HALDIA PORT, HALDIA

Page 7: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

7

1. GENERAL DESCRIPTION & BRIEF SCOPE OF WORK ALL is India’s leading Logistics Company engaged extensively in Liquefied Petroleum Gases (LPG), Liquid POL products, Petrochemicals and Chemicals, serving the Oil, Petrochemical and Gas Industry since 1977. The registered office of the Company is at Unit No. 1202, 12th floor, Tower B, Peninsula Business Park, G. K. Marg, Lower Parel (West), Mumbai 400 013. Aegis Logistics Limited is a listed public limited company and a leading Logistics Company in India., Projects & Development India Limited (PDIL) – NOIDA has been engaged as a Consultant for carrying out the detailed engineering and related project execution services for the Project.

In this construction enquiry the following works to be executed:-

a) Civil work for pipeline/bridge support/pedestals.

b) Unloading and transportation of items (Piping).

c) Fabrication, welding and erection of pipelines & supporting structure/bridge etc

d) Fabrication and erection of above ground pipeline works.

e) On line Instrumentation works if any.

f) Pre-commissioning and commissioning activities.

For other documents, refer individual attachments related to Technical specifications and scope of works for Fabrication, welding and erection of pipelines & supporting structure/bridge etc. (PART-A), AND Civil work for pipeline/bridge support/pedestals (PART-B), on line Instrumentation installation works & Schedule of Rates .

It is an essential requirement that Bidder must visit to M/S ALL’S plant site for assessment and quantum of work involved including Hook-ups and facilities available at site at their own cost without any commercial implications to Owner before submitting the techno-commercial bid.

Bidder shall quote for the entire works as per the SOR (Schedule of rates) enclose in this tender documents.

Bidder’s Scope of work shall cover procurement of items/materials whatsoever required(except free issue items) along with consumables including transportation to site, safe storage at site, erection, inspection, testing, painting, statutory approvals, commissioning, guarantees etc. as per the technical specifications and other reference documents / standards & codes referred/enclosed along with this Tender Document.

Successful Bidder shall submit Procedure, Job Method Statement (JMS) and job Safety Analysis (JSA) for approval before starting the work and incorporate all comments/modifications suggested by Owner / Consultant.

Bidder shall depute experienced scheduling engineer to prepare, monitor and update the day to day program and progress of works in the form of Bar chart using software such as primavera/MS Project etc. as well as prepare the progress review MOM. The same shall be submitted to PDIL / ALL for review and circulation every day.

Page 8: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

8

a) ABOVE GROUND (A/G) PIPELINE FABRICATION & ERECTION WORK (PART-

A)

The scope of work include loading, unloading, transportation, storage & handling at site of all free issue piping materials and bought out items; for dismantling / shifting / modification / transportation & erection & fabrication / modification and erection of pipeline , including required valves, flanges, inline Instruments, fittings / fasteners, pipe supports and supporting structures, modification, handling, shifting/delivery and bring back to erection site from painting yard / stores, hook-up / inter-connection with existing piping and as per detailed piping drawings (i.e. Piping Layout Drawing & Piping Isometric Drawings to be furnished to the successful Bidder), inspection, testing, statutory approvals, commissioning, guarantees etc. as per the technical specifications and other reference documents/standards & codes referred/ enclosed along with the Tender Document.

However, any changes wherever required during execution of the job, shall be taken care of by the Bidder. Preparation of final “As-Built” piping layout/isometric drawings shall be in the scope of the Bidder & the same shall have to be submitted to Owner after duly approved by Owner/Consultant.

b) FOR CIVIL AND OTHER ALLIED WORKS FOR JETTY PIPE LINE (PART B)

This section of the tender Documents deals with the Scope and Technical Specifications needed for the execution and construction of civil works on Item Rate basis. The work shall have to be carried out both below and above ground level for civil and other allied works associated with the laying of Propane/Butane lines from Jetty to Cryogenic Terminal at Haldia for M/s Aegis Logistics Ltd. The scope of work under this includes construction/ execution, providing necessary engineering supervision through qualified and technical personnel, skilled and unskilled labor, etc. and mobilization of all relevant and adequate plants, tools and tackles, equipment, machineries, etc., to carry out all civil & structural works in balance of plant for successful completion of the project. The above work shall have to be carried out both below and above ground level. All the civil & structural works shall be carried out strictly in accordance with the "Technical Specifications and Preamble to schedule of rates enclosed with this document. The civil and structural works for the Project consists of, mainly but not limited to, the followings. Pipe Support trestles, RCC Sleepers & Foundations

Page 9: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

9

c) ON LINE INSTRUMENTATION

Scope of work shall include for safe removal of on line Instrumentation from line / mounted on equipment (including loading, unloading, storage at site, transportation and handling), required fittings and fixtures, dismantling & re-erection of all on line Instrumentation and control philosophy, field mounted instruments, control valves, butterfly valves, safety valves, orifice plates, rupture disc, flow elements (flow nozzles/rota meters/mass flow meter etc.) and, air-piping and its fittings, etc., as per drawings/documents and instructions of Owner.

The prices quoted in SOR shall be inclusive of mobilization and demobilization charges.

Bidders to visit erection sites to asses the crane requirement before submission of the Technical Bid, alternatively can arrange cranes/Mobile equipment of their own for successful completion of the job.

Page 10: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

10

PART-A

SCOPE OF WORK

&

TECHNICAL SPECIFICATION

FOR

PIPING FABRICATION & ERECTION WORKS

(Pipeline from Jetty to LPG Storage Terminal)

OF

AEGIS LOGISTICS LTD

AT

HALDIA

Page 11: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

11

CONTENTS OF PART A

DESCRIPTION

Scope of works & Technical Specification for Fabrication & Erection of Pipeline

works.

1. Scope of Work

2. Obligation of Owner/Consultant

3. Obligation and responsibility of Contractor

4. Technical conditions of Contract

5. Additional site work

6. Statutory approvals

Page 12: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

12

1. SCOPE OF WORK

The scope of work covers for Access preparation where required, fabrication & erection of Pipelines works from Jetty (Connecting Haldia Oil Jetty, HOJ-1 & HOJ-2) to LPG Storage Terminal B/L for M/s ALL at Haldia. Any item/activity which is not listed here but is required for completion of job as per enquiry’s scope of work, Technical Specifications and drawings shall be under Contractor’s scope without any cost implication to Owner. The scope of work shall include, but not limited to, the following:-

A. Unloading of materials from trailer/trucks etc., by Contractor and transportation from place of unloading to the place of erection. The Contractor shall submit and got approved from Owner / Consultant the procedure in detail for transportation of items before start of work. The cost related to transportation shall be deemed to be included in the quoted rates.

B. Withdrawal of all other materials & its accessories, piping, structural and instrumentation material to be supplied by Owner/Consultant from Owner/Consultant’s stores, storage yard and unpacking these from packages / boxes, checking and reporting the defects/damages and shortages, if any by the Contractor in writing to the Owner/Consultant. The lifting and transportation of materials shall be done by the Contractor to their site stores/yard, storage and protecting them as per relevant specification and instruction of Owner/Consultant’s representative.

C. In the event of non-reporting by Contractor, of the defects/ damages and shortages of the items issued by Owner/Consultant within a prescribed time from the date of issue, the Contractor shall be responsible for any eventual consequence resulting there from and shall repair/ replace the defective/damaged items at his own risk and cost.

D. If materials to be supplied by the Contractor for erection use (piping material, instrument’s, steel etc.), contractor shall make necessary arrangement for their storage by constructing temporary storage/sheds. Necessary arrangements for unloading and packing, lifting, shifting and transportation inside the plant shall be done by the Contractor.

E. Before start of any erection activities the following shall be checked by Contractor: i. Thorough initial surveying of the SITE shall be done with regard to the

proper laying/ routing of the pipelines and instrumentation work. It is

responsibility of contractor to generate the fabrication & erection front

depending on availability of Drawings, material and site condition to co-up

the progress of the work. Any delays due to this reason are solely

attributable to the contractor.

ii. Checking of foundations/structures including anchor bolts for their correct

dimension, levels, co-ordinates etc., with reference to bench marks, well

before the actual erection is planned. Discrepancies, if any, are reported to

Owner/Consultant for his decision so that any rectification, if required, can

be carried out earlier than planned erection date.

Page 13: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

13

iii. Chipping (up to 100 mm) & removal of old grouting materials, wherever

required and cleaning the top of foundation and pocket for structural and

pipeline supports, etc.. For supports coming directly on floor, the Contractor

shall be required to chip the floor and then make necessary pipe support

pedestals (of concrete) as per drawing/ specification and instruction of

Owner/Consultant.

F. Prior to installation of Pipeline & structural etc., the Contractor shall ensure the

following:

i) Nuts fit properly over the entire threaded length.

ii) Foundation bolts are coated properly with GREASE MIXED WITH

GRAPHITE POWDER and wrapped with polythene (Threaded part only).

iii) To ensure the correctness of existing holes/slots in structure and to rectify

existing holes/slots or to make new ones, if required.

iv) Structural steel fabrication and erection as per requirement of site. Detailed

structural drawing preparation shall be included in the rates of fabrication

Refer Schedule of Rates.

v) To deliver pre-fabricated piping, supports and structural to painting Sub-

Contractor’s yard/shop and pick up and bring back the same to erection site

after sand blasting and primer paint application.

vi) Carrying out Dye-penetrate examination, Radiography and other Non-

destructive tests, preheating and post-weld heat treatment etc. as per

requirement.

FABRICATION & ERECTION OF PIPELINES

Pipes in random length, pipe fittings, flanges and valves etc. shall be supplied by the Owner as free issue material for fabrication of piping as required.

i. All piping shall be assorted and marked for identification to avoid mix up of different materials, as per color code provided by Owner / Consultant.

ii. Prefabrication of piping as per convenient spools from pipes supplied in random commercial lengths (in some cases pipes may be supplied in painted condition). Contractor shall mark spools on layout drawings in consultation with Owner/Consultant.

iii. Fabrication of pipeline out of the pipes, flanges and fittings supplied by the Owner as free issue material.

iv. Erection of fabricated and prefabricated piping including those of all on-line items such as but not limited to valves, control valves, Rota meters, flow nozzles, steam / CO2 traps, in line filters, basket strainers, Y-strainers, safety / relief valves, orifice flanges, etc. by welding, bolting or screwed joints as per drawing, specification, standards, codes and instructions of Owner/Consultant. Orifice plates, control valves, piping spools may have to be removed and re-installed after

Page 14: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

14

hydro-test, cleaning & blowing of pipe lines, nothing extra shall be payable on this account.

v. Erection of piping after cleaning from inside and joining by bolting, welding or screwing etc. at site as per drawings, specifications/standards/codes and instruction of Owner/Consultant. The fabrication and installation of internal spacers, SS wrapper plates and swage jacket, if required, shall be done by Contractor within his quoted rates for pipes and nothing extra is payable on this account.

vi. Carry out dye penetrant examination, pre-heating, radiography, post weld heat treatment and submission of films and PWHT-charts. Pre-heating and Post weld heat treatment shall be done by electric heating only.

vii. Modification of certain existing erected pipeline as per site requirement by "Dismantling and Reinstallation as per instruction of Owner/Consultant.

All activities listed below shall be covered under the scope of this CONTRACT. These activities shall be covered in the unit rates for prefabrication, fabrication and erection of pipeline, nothing extra shall be paid on this account unless indicated otherwise specifically :-

i. Cleaning, edge preparation, pre-heating, welding, Non-Destructive Tests

(radiography and post-weld heat treatment shall be paid separately as per SOR),

wherever required as per specifications/standards and codes including supply of

manpower machinery, consumables, and necessary arrangements for execution of

all works. Wire brush with SS bristles only shall be used for the purpose cleaning

the welding joints of CS/AS/SS pipelines.

ii. Pressure setting of Safety valve shall be set at respective pressure for mounting on

equipment and or piping after hydro-testing flushing and cleaning of system.

Checking of all rupture discs, breather valves, flame arrestors etc., shall be done

prior to their installation.

iii. The Contractor shall be required to make stub-in connection for branches from

main line for piping as well as instrument tapings. Stub-in connections shall

include fabrication, installation and welding of reinforcement pads wherever

required as per drawings, documents and standards. Certain lines may require

CS/LTCS reinforcement pads and / or CS reinforcement rings. The fabrication and

welding of these items shall also be in the scope of Contractor without any extra

cost. However the pads and rings materials shall be made from free issue

pipes/plates as per drawing, document, Standard, specifications and instruction of

Owner/Consultant.

iv. Cutting & chipping of floors and making holes in walls, if required to facilitate pipe

laying and supporting and /or fixing of sleeves. After lying of piping the cut-out

holes shall be filled and finished as per instructions of Owner/Consultant without

any extra cost to Owner.

Page 15: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

15

v. Construction of special components of piping like nipples (screwed at one or both

ends) shall be made out of free issue pipes as per drawing/ specification for C.S.,

GI and LTCS etc., wherever required without any extra cost to Owner.

vi. Cutting and beveling of special degree’s elbow from standard 900/450 elbows as

per site requirement shall be made by Contractor as per drawing/specification and

instruction of Owner/Consultant.

vii. Threading the ends of C.S., GI and LTCS etc piping shall be done up to 1-1/2" size,

if required. Seal welding of screwed joints of C.S., GI and LTCS etc. piping shall be

done wherever required as per instruction of Owner/Consultant.

viii. Some equipment/machinery nozzles may be without flanges and require welding

with pipes directly. In such cases piping may be tested by taking equipment/

machinery in the loop. But if this is not possible, the piping shall be tested by

welding an end blind plate prior to final welding with equipment/ machinery;

final weld testing shall be done by 100% radiography. The thickness of such blind

has to be calculated by the Contractor & got approved by Owner/Consultant for

fixing.

ix. The Contractor will be required to take up pre-fabrication of pipeline even prior to

receipt and erection of equipment/machinery if any. There may be some deviations

in equipment/machinery dimensions or levels and co-ordinates. This should be

taken care of while prefabricating the piping. In shop fabrication as far as possible,

margins for field adjustment in three planes shall be kept. Nothing extra shall be

paid for cutting/welding etc. for such adjustments. It will be responsibility of the

Contractor to verify the GAD by physical measurements prior to prefabrication of

piping spool pieces. Contractor shall promptly inform any discrepancy in

drawings to Owner/Consultant. Though the payment shall be made as per actual

measurements, nothing extra shall be payable for cutting, welding / or extra joints

needed because of site adjustment.

x. The supply and application of anti-seize lubricating compounds such as

MOLYKOTE, NEVER SIEZE, and GREASE etc. for the protection of threads of

valve stems, studs, bolts and nuts etc. All permanent gaskets shall be fixed in the

piping system just after all testing; blowing or pickling etc. operations are over, and

just before leak testing / seal testing of the piping system. The temporary CAF

gaskets shall be arranged by the Contractor without any extra cost to OWNER.

xi. During bad weather, the Contractor shall make suitable and adequate

arrangement by way of providing protection against rain and wind for carrying out

welding and other fabrication and erection jobs smoothly at SITE.

xii. Site bends shall be made if required, out of pipes as free issue supplied to

Contractor. All Site bends shall be made by cold bending machines to obtain bends

free from wrinkles, bulges and clinks, as indicated for below.

Page 16: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

16

xiii. All instruments pressure taping, temperature taping, thermo well taping and

installation of welded thermo wells (except instrument) shall be in the scope of the

Contractor. Installation data sheets (Hook up Sketches) for carrying out the above

jobs shall be provided at Site. Threaded/Screwed joints, if and wherever required

shall be seal welded as per the instructions of Owner/Consultant. In case of

dissimilar thicknesses at any weld joint, the internal surface of thicker member

shall be beveled for proper matching of I.D. The beveling slope shall not exceed 1:4.

In such cases, for dissimilar thicknesses, no extra payment will be made. xiii) First

maintenance of piping as listed in TECHNICAL CONDITION OF CONTRACT.

xiv. Removal and re-erection of all on-line instruments during testing and / or

calibration or functional testing, if so required, at SITE. Calibration and functional

testing is excluded from the scope of this contract (except setting of safety valves

which is included in the Contractor’s scope).

xv. Carrying out hydraulic/pneumatic testing of the erected piping in loops after

NDT Clearances, which shall be done only after the joints have been tested and

found acceptable. Any temporary piping and temporary supports required for

carrying out hydro testing shall be supplied and erected by the Contractor within

his quoted rates, nothing extra is payable on this account. After hydro testing, pipe

lines shall be cleaned by air blowing and card board blasting or steam blowing,

for efficient and proper cleaning of line as per instruction of Owner/Consultant.

If compressor is required for these activities, the same shall be arranged by the

Contractor without any extra cost to the Owner/Consultant. During this activity,

the piping shall be adequately supported. Temporary piping spool shall be

fabricated by the Contractor from the materials taken from the Owner and erected

as per site requirement. Fabrication and fixing/removal of all spool pieces, blinds

etc. required for carrying out hydro-testing/blowing shall be Contractor’s sole

responsibility without any extra cost to Owner. For blowing and / or card board

blasting existing piping system might have to be required to be taken in line.

Nothing extra shall be payable on this account. For card board blasting, all

materials shall be arranged by Contractor without any extra cost to Owner. Making

suitable arrangement for fixing of target plates shall be part of the scope of

Contractor.

xvi. Carrying out the final "loop testing" of the entire pipeline work with either air or

Nitrogen at available pressure for establishing a leak proof system to the

satisfaction of Owner/Consultant. It shall be noted by Contractor that after hydro-

testing till completion of loop testing, no additional payment shall be made for

removal/fixing and re-fixing of permanent gaskets, fasteners, valves, on-line

instruments, filters, traps, etc.

SUPPLY, FABRICATION & ERECTION OF SUPPORTS

Supports falling under the scope of this enquiry shall consist of:- a. Resting supports

Page 17: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

17

b. Guide supports

c. Anchor supports

d. Axial stopper support

All structural steels required for fabrication of above supports shall consist of angles, channels, beams, plates, flats etc. including bolts, nuts and washers to be in the Contractor’s scope of supply.

i. Supply and fabrication of supports as per drawings, sketches, specifications, standards and instructions of Owner/Consultant. All materials required for supports shall be in the Contractor scope. Supply and fabrication of piping support shoes/clamps shall be done by Contractor as per support bill of materials outside the premises.

ii. Erection of all supports supplied and fabricated by Contractor as well as supplied by Vendors of various packages. Spring Supports, to be supplied as free issue

item if required to Contractor shall be erected by Contractor. Contractor may be required to fabricate and install additional supports, if required, up to the time of and including pre-commissioning and trial runs of machinery. Erection of supports shall include making of support pedestals (of concrete) including grouting etc.

OTHER ANCILLARY WORKS

The piping work may encounter access issues pertaining to Terrain. A majority of these works shall be completed along with Contract for Section B of this tender. However, for areas unexplored or requires additional works may be considered by the bidder of this scope too. Please refer to SOR of Part B for more details.

2. OBLIGATION OF OWNER

i. To allot a plot of land to enable the Contractor to build his office, stores, fabrication shop, urinal and latrine etc., at his own cost.

ii. To issue hot and cold safety work permits to Contractor as and when required. iii. To facilitate issuance of gate-pass and night/special passes to workmen of

Contractor for their entry to work SITE through security gate. iv. To facilitate issuance of gate-pass to the Contractor for entry of his materials and

equipment including tools and tackles etc. for entry to work SITE through security gate.

v. To function as a medium of co-ordination between various Contractors for facilitating smooth progress of work.

vi. Provide all clarifications in technical matters for expediting the job. vii. To lay down the system for issue of materials from Owner / Consultant’s stores/

storage yard. viii. To provide information regarding availability of fronts and materials to be issued

by Owner/Consultant so as to enable the Contractor to plan and organize the execution of work under his scope as per the overall project schedule.

ix. To provide steam for steam blows and test media for leak/seal testing at available pressure.

x. To provide the following items as free issue to Contractor:

Page 18: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

18

a) Pre-fabricated structures, if any.

b) All permanent gaskets.

c) All permanent fasteners, such as bolts/nuts/washers etc. for piping.

However, the nuts, bolts, washers etc. required for structural works, shall be

arranged and supplied by Contractor.

d) Pre-fabricated piping; loose pipes (in standard lengths), pipe fittings, flanges

Valves, pre-fabricated pipe supports, spring supports etc., if received,

e) To provide piping layout drawings, line list schedule, etc.at site.

However, anchor/foundation bolts wherever required for structural steel work shall be

arranged and supplied by the Contractor.

3. OBLIGATIONS AND RESPONSIBILITIES OF CONTRACTOR

The Contractor’s obligations and responsibilities shall include but not limited to the following:

i. Paved floor and covered shed area shall be made available for piping pre-fabrication and work shop without any extra cost to Owner. The pre-fabrication of piping shall not be allowed on loose earth. The Contractor must strictly adhere and built the same during the mobilization stage.

ii. To deploy skilled, semiskilled and unskilled personnel in requisite numbers and as per scheduled programed so as to complete the WORK as per overall project schedule.

iii. To deploy suitably qualified supervisors and engineers in requisite numbers to assure execution of good quality job as per best engineering practices and to the full satisfaction of Owner/Consultant.

iv. To prepare detailed planning and execution schedule considering the availability of fronts and materials. This shall be reviewed by Owner/Consultant and Contractor shall be required to keep updating the same (as per the instructions of Owner/Consultant) to take care of any changes in the availability of fronts and materials and to complete all jobs as per the overall project schedule. Owner/Consultant shall in no way be held responsible for such changes because such changes are deemed quite a common feature in any project of this size.

"To achieve the targeted progress, as required by Owner/Consultant, the number of construction equipment, tools tackles and manpower shall be augmented by contractor without any additional cost to Owner/ Consultant. These numbers shall be based on the actual output achieved in the previous fortnight".

v. To check for quantity compliance between bill of materials and drawings for piping, structures etc. and intimate Owner/Consultant sufficiently well in advance regarding discrepancies if any.

vi. To supply compressed air generation system for his own use at SITE. vii. To arrange and supply all equipment/machineries, lifting, handling and shifting

devices, tools and tackles which are required for the execution of jobs in

Page 19: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

19

sufficient quantities, as per the best engineering practices and within the targeted completion Schedule. It must be Clearly under stood that Owner/ Consultant shall not be responsible for arranging or supplying any tools and tackles. Contractor shall also arrange motorized hydro-testing pump in sufficient nos. for hydro testing of pipes.

viii. To arrange construction power at SITE. ix. To arrange construction Water at SITE x. Cleaning of site, dewatering, making approach road and sand removal in scope of

contractor.

LIST OF MAJOR CONSTRUCTION TOOLS AND TACKLES REQUIRED ARE AS

LISTED BELOW:

a) Cranes of suitable capacity.

b) Hydra of suitable capacity.

c) Suitable Trailer with Prime Mover

d) Motor generator welding sets in sufficient numbers

e) TIG welding sets complete with all accessories

f) DG welding machines.

g) Rectifier welding sets

h) Transformer sets for stress-relieving.

i) Gas cutting set

j) Drilling and grinding machines

k) Air Compressor

l) D.G. Set if required

m) Theodolites /Dumpy level / Master level/Sprit level

n) Pipe beveling machine

o) Pipe bending machines

p) Hardness tester (digital) portable type.

q) Wooden sleepers and scaffolding (metallic only) materials.

r) D-shackles, slings, lifting and spreader beams and any other special tools

and tackles and facilities required to complete all jobs as per NIT to the

engineering practices.

s) Viewer for interpretation of radiography.

Page 20: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

20

t) Radiography camera, Radiography source, washing & developing facilities

for radiographs. To carry-out the radiography activities the Contractor shall

fulfill the criteria as follows: -

The Contractor’s NDT Engineers / Specialists must be fully qualified by the competent

authority i.e. at least ASNT / ISNT Level II in UT, MPT, DPT, RT for carrying out

statutory NDT inspection as per Rule 19 of SMPV (U) Rules 1981. The copy of certificates

must be submitted to Owner/Consultant for verification.

The Contractor must have adequate qualified and experienced manpower to undertake

the NDT jobs and should be capable to carry out the jobs on round the clock basis, if

required. The Contractor shall have adequate number of NDT equipment and all

equipment must be calibrated and in good condition. Central and portable electric ovens

for electrode’s baking & heating.

xi. To arrange and supply all consumables (required for executing the job covered

under the scope of Contractor such as but not limited to the following in adequate

quantity of required quality and in time to meet the completion schedule :-

Electrodes, filler wires, industrial gases such as oxygen, acetylene, argon, water

soluble paper, diesel, petrol, kerosene, cotton waste, marine cloth, toil stones;

emery papers; grinding wheel; cutting wheel; thread petroleum compounds, Teflon

sealing tapes, raw dust, sponge, cardboard pickling and Passivation chemicals,

Asbestos cloth and target plates etc.

xii. To provide proper storage and security arrangements for Contractor’s tools,

tackles, equipment, materials etc. as well as materials issued by Owner/Consultant

to Contractor. Owner/Consultant shall not be responsible for any loss or damage

to items in the custody of Contractor at site for any reason whatsoever.

xiii. Completion of all repairs arising out of defective work done by Contractor.

Owner/Consultant may at his discretion require the Contractor to rectify

certain defects in materials caused due to bad workmanship of supplier and/or

during transportation. For such work of course, the payment modalities shall be

settled by mutual agreement before starting such rectification jobs.

xiv. To maintain all the records for men, materials and execution of job as required by

law as well as Owner/Consultant.

xv. To make arrangements for services such as transport, medical lighting, canteen etc.

for working round the clock.

xvi. In addition to safety regulations listed elsewhere in the NIT, Owner /Consultant

may issue certain safety directive which shall have to be followed meticulously

without any reservation.

xvii. To undertake scope of work listed in this enquiry; to follow TECHNICAL

CONDITIONS OF CONTRCT listed in Para No. 4.0 and to honor all other

obligations listed specifically in other section or subsection of the enquiry.

Page 21: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

21

xviii. Reconciliation of materials issued to Contractor as directed by Owner/Consultant.

xix. Handover of the completed works to Owner/Consultant as per procedure lay

down by Owner/Consultant.

xx. To submit documentation forming part of request for issue of completion

certificate.

xxi. Clear the site after cleaning the areas where the Contractor executed the job,

stored the materials and built his office / fabrication shop etc.

xxii. To deliver prefabricated piping, loose pipes, fittings, etc., pipe supports and

structures to the painting Contractor’s yard/shop for blasting and primer

application. All the above materials after painting shall be picked up by this

Contractor and brought to site for erection.

4. TECHNICAL CONDITIONS OF CONTRACT

1. WELDER'S QUALIFICATION

Welders proposed to be deployed at SITE shall be tested for welding procedure qualification and welder performance qualification in the presence of Owner/Consultant or his representative or any statutory authority whenever required strictly as per standards, codes and specifications.

2. ELECTRODES AND FILLER WIRES

Electrodes and filler wires to be used at site in this job shall be procured from the approved vendors only. Electrodes and filter wires shall be D&H, Advani Orlikon or ESAB make only. Selection of electrodes and filler wires shall be as per standards, codes and specifications. Tests required, if any, to satisfy the technical suitability of these electrodes/filler wires shall be arranged by Contractor at his own cost. All electrodes and filler wires shall be supplied by Contractor within their quoted rates. All welding of materials shall be as per enclosed Engineering/Technical Standard and shall be of radiographic quality. Electrodes shall be baked as per manufacturer’s catalogue at suitable temperature for the requisite time before these are to be used. The ovens (mother as well as field) are to be arranged by the Contractor.

4.3 ROOT RUN USING TIG

High pressure piping’s root run for Carbon Steel, LT Carbon Steel weld joints shall be done using TIG welding. Welding of socket joints for all LTCS and high pressure C.S. piping > 600 # rating shall be done by TIG welding only. Further to this if butt weld joints are required to be done by TIG welding; only Argon gas shall be used both for shielding and purging wherever required.

Page 22: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

22

4.4 FIRST MAINTENANCE

A. PIPELINE

i) After hydro-testing, all blanks, temporary spool pieces etc. shall be removed,

replaced by permanent gaskets and fixtures, as required.

ii) Cleaning/blowing of piping as per specifications and instructions of

Owner/Consultant.

iii) Cleaning and blowing etc shall be re-erected in position as per drawings and

instructions of Owner/Consultant.

iv) Seal / leak testing of piping shall be done as per instructions of Owner /

Consultant.

v) Removal of pre-set pins of spring hangers (after hydro-testing) and hot setting

of springs if any.

4.5 GROUTING

Grouting of pipe supports, structures and machineries etc. shall be carried out in general as per PDIL Engineering standard E-5213, except the following:

A) SELECTION AND TYPE OF GROUT

i) For piping support, ordinary grout mix as mentioned below may be used:

1:1:2 cement grout to which anti-shrinkage compound is added, such as CONBEX MONOLITHEX OR FERROGROUTE ETC.

ii) During actual grouting three cubes for testing are to be taken for each batch

prepared and to be tested and must meet the strength required as mentioned.

Contractor shall check and ensure that cement containing calcium chloride is not used for grouting and all grouting shall be suitably cured so as to achieve full strength. After the grout has been cured fully, anchor bolts shall be checked for adhesion with the grout by tightening of nuts.

Instructions for grouting received from equipment vendor shall override specification in this enquiry.

4.6 WASTAGE ALLOWANCE

4.6.1 On completion of the work, the Contractor shall submit material reconciliation statement for all materials supplied by the Owner/ Consultant. Percentage allowed for unaccountable and salvageable scrap by weight for various categories of materials shall be as given below:

Unaccountable Wastage Salvageable Wastage

i) Pipes, carbon steel 0.5% 2.5%

ii) Structural sections / plates 0.5% 2.5%

Page 23: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

23

iii) Wastage not allowed for pipe fittings, valves, flanges etc.

iv) 2% Wastage on General purpose bolts/nuts/washers shall be allowed. 4.6.2 Pieces smaller than the sizes mentioned below shall be treated as salvageable wastage: CS Pipe : 0.5 (Point five) Meter

CS Plates : 2 sq m (min. size 0.5 m)

Structural Sections : 2 (Two) Meter

4.6.3 All the pieces equal to and bigger than mentioned above shall be returned to Owner’s store along with surplus materials available with the Contractor. For plates, both sides must be bigger than the dimension mentioned above. For these items Contractor shall get full credit.

Salvageable materials shall also be the property of Owner/Consultant (in case of free issue materials) and the same shall be handed over to Owner as directed by Consultant.

4.6.4 The mode of measurement for issue, consumption and return of surplus structural steel sections and plates, shall be in meters and Sq. meters respectively. Corresponding weight shall be calculated as per unit weight mentioned in ISI hand book.

4.6.5 Material reconciliation for piping shall be done material-wise, size-wise and thickness wise.

4.7 NON DESTRUCTIVE TESTING

Radiography of weld joints, DP testing (DPT materials is only of ITW Signode/ Ferrochem/Checkmate ), hardness testing, ultrasonic testing etc. shall be carried out by Contractor as per codes/standards/ specifications wherever required. Gamma ray radiography using IR 192 source of suitable strength depending upon thickness shall be used up to 30 mm thick pipes. For more than 30 mm thickness of pipe, DPT at root run will be done, filup up to 30mm shall be tested with radiography and final welding shall be tested with ultrasonic testing. Ultrasonic testing charges are covered in unit rates of piping. For GAMMA ray radiography Contractor shall be required to use DUPONT 55 films or equivalent from Agfa or Fuji only. The joints to be radio graphed shall be selected by Owner/ Consultant. Radiography of repaired joints shall be at Contractor cost.

The decision of Owner/ Consultant regarding interpretation of radiographs shall be final. For higher thicknesses where GAMMA Radiography is not possible, ultrasonic testing shall be carried out. NDT testing, being a specialised job, it is mandatory that Contractor must get this job done through approved agencies listed elsewhere in this enquiry. Testing being a specialised job, it is mandatory that Contractor must get this job done through approved agencies listed elsewhere in this enquiry. Where less than 100% examinations reveal, unacceptable defects in a weld or welds, two further welds per defective weld in batch, represented by this welder shall be tested. If the tests of these further welds reveal no unacceptable defects, the defects in the first weld or welds shall be repaired and retested.

Page 24: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

24

However, if the further welds in the batch reveal unacceptable defects, all the remaining welds in the batch shall be inspected, without any extra cost for the increase in number of radiographs on this account.

100% D.P. Testing of root weld (excluding piping fall in 100% radiography) shall be done, however Post heating of weld joint shall be done immediately after completion of final welding.

4.8 HYDROTESTING

Hydraulic/Pneumatic testing including repair, rectification and retesting of the complete pipeline system, by making suitable loops in consultation with Consultant’s representative, shall be done by the Contractor. The decision to include any equipment in a loop or not shall be taken by Consultant’s representative. All the necessary materials and arrangements required (such as but not limited to blanks, temporary supports, temporary spools in place on on-line instruments, pressure gauges, pumps suitable for required hydro test pressure, including connected piping and accessories for pumps temporary fasteners etc.) shall be in the scope of Contractor. The pressure gauges shall be used after due calibration and certification by the Consultant’s representative (a valid calibration test certificate shall be made available at all time of test by the Contractor).

During testing all on-line instruments may have to be removed or blanked as

required by Owner/Consultant. If removed, necessary spool pieces are to be fabricated and installed by Contractor. The above instruments shall be installed back in the line only after cleaning and blowing of the line is over. Additional vents and drains, if required for pressure testing, shall be installed by Contractor. But the valves & pipes required for vents and drains shall be supplied by Owner/ Consultant as free issue. All the above activities form part of hydrotesting/ pneumatic testing, as the case may be. After hydro/pneumatic testing is completed to the satisfaction of the Consultant’s representative, the pipelines shall be cleaned and blown with steam/air as per relevant technical specification. All on-line instruments shall be removed, (except if permitted by the Consultant’s representative) and installed back after cleaning of the pipe line. Whenever the on-line instruments are to be removed, supply, fabrication, installation and removal of spool pieces shall be arranged by the Contractor, without any extra cost to the Owner/Consultant.

4.9 CARD BOARD BLASTING

The pipe lines which are required to be cleaned by air/card board blasting shall be done as per standards, specifications and instruction of Consultant in order to ensure that the lines are cleaned properly. For this purpose, the following points are kept in view:

i) Lines to be card board blasted shall be properly supported.

ii) One end of the line shall be blanked with two or three "standard card boards of

1/16" thickness & target plate" using flanges and bolting system.

iii) Other end of the line shall be connected to the pneumatic pressure system.

Page 25: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

25

iv) Air pressure shall then be increased till the card board bursts at around 3-4

Kg/cm2 pressure, thereby expelling out even the tiniest dust, rust and weld slag

particles from inside of the pipelines.

v) Target plates are to be used here to check if the line is fully cleared.

vi) Supply of target plates and card-board shall be in the scope of Contractor.

4.10 CLAUSE DELETED

4.11 MEASUREMENTS

4.11.1 FOR STRUCTURALS

A) For payment, weights indicated on approved vendor drawings shall be taken. Where weights are not indicated on vendor drawings, net weight indicated on packing lists shall be taken. However, if weights are neither indicated on vendor drawings nor on packing list, weights shall be calculated from approved vendor drawings. For calculation of weights the following guidelines shall be followed:

i) Weld metal weight shall not be considered.

ii) No deduction or addition shall be made for opening and for nozzles less

than 300 mm diameter.

iii) For 300 mm and above openings, nozzles and skews the actual weights shall

be added or subtracted.

iv) Weights of structures and plates shall be taken as per IS hand book.

v) For structural / heat exchangers base plates, if the weights are not

available in the drawings the same shall be taken as per relevant ISI hand

book / code.

4.11.2 FOR PIPING

i) Payment for erection of pre-fabricated piping received from Vendors shall be

made on weight (refer in SOR) and field joint basis (refer in SOR). However,

payment for erection of valves shall be made on the number basis referred to

SOR.

ii) To make payment for fabrication and erection of pipelines, the length of piping

shall be measured along the centre line of piping including all fittings but

excluding valves and spectacle blinds (which are being paid separately). Length

of piping shall be calculated from GAD. However, if no GAD exists for a line,

actual measurements shall be taken at site.

iii) On-line instruments such as Control valves, Rota meters, Orifice plates and

Steam traps, in-line Filters and Strainers, Expansion bellows, Bellmouth, Vortex

Page 26: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

26

breaker, Spectacle blind, Relief/Safety valves etc. shall be treated as Valves. For

Relief/Safety valves, the size at smaller end shall be considered.

iv) Measurement for branch connection shall be taken from the root of Stub-in or

Weldolets joint.

v) Reducers shall be paid along with piping of larger diameter, except in the

case of funnels, where they shall be paid along with drain pipe to which they

are connected.

vi) No separate payment shall be made for cutting, end preparation for welding-

joint, welding / threading / bolting / supporting at tie in point, pre-heating,

magna-flux, dye- penetrate test, ultrasonic testing etc. All these activities shall

be deemed to be covered in the per meter erection rates for piping. For

prefabricated piping, the same shall be deemed to be covered in the per ton rates

for erection.

vii) Weight of supports shall be calculated from support sketches, drawings or

standards and specifications using ISI hand book.

viii) Weight of structural steel platforms shall be taken as indicated on drawings. If

not indicated on drawings, the same may be calculated using ISI hand book.

ix) Payment for radiography shall be made based on the weld length of

radiographed. The length of weld for circumferential joints shall be calculated by

multiplying the NOMINAL DIAMETER (NB) by 3.14 and by rounding off to the

nearest inch size.

x) The payment shall be made for the weld joints found acceptable and no payment

shall be made for defective weld joints. Payment for overlapping of films is not

permissible, though overlapping is required.

xi) Stress-relieving of support or reinforcement pads shall be paid on the basis of

one weld joint on main pipe on which pad is welded.

4.12 TRIAL RUN, TESTING AND COMMISSIONING

During commissioning i.e. after trial run and testing is over, Owner/ Consultant may require the services of Contractor’s skilled/unskilled personnel up to a period of one year from the date of issue of completion certificate. These persons shall be paid as per the man-hour rates. The requirement of number and type of people shall be indicated to Contractor at least 15 days in advance. This one year period shall not be counted as part of Contractor period.

4.13 STANDARDS, CODES & SPECIFICATIONS

The latest revision of the following standards codes and specification shall form part of this enquiry:

4.14.1 INDIAN & INTERNATIONAL CODES (FOR REFERANCE)

a) ANSI: B 31.4 FOR GAS PIPELINE

Page 27: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

27

b) ASME SECTION VIII & IX (Latest revision)

c) IS-800 CODE OF PRACTICE FOR STRUCTURAL STEEL IN GENERAL

BUILDING CONSTRUCTION (Latest revision)

d) IS-554 - DIMENSIONS FOR PIPE THREADS FOR PRESSURE JOINTS

4.14.2 PDIL STANDARDS

A) ENGINEERING STANDARDS i. ES-2010 - Protection and storage requirement of welding electrodes

ii. ES-2402 - Inspection requirements of piping system during

Construction.

iii. ES-2404 - Cleaning and blowing of pipe lines.

iv. ES-2408 - System seal test.

v. ES-6004 - Welding specifications - Carbon and Alloy steel piping

vi. ES-6006 - Pressure testing of piping.

vii. ES-6007 - Leak testing of piping

viii. ES-6010 - Qualification of welding procedure and welder performance

for Piping.

ix. ES-6011 - General specifications for erection of piping.

x. ES-6021 - Fusion welds of pressure pipes - Inspection requirements.

B) PIPING STANDARDS (PDIL)

i. PDS-P001 - Tolerance for fabricated piping

ii. PDS-P011 - Butt welding end preparation for piping

joints.

iii. PDS-P012 - Joint preparation for pipe branches and

Tees

iv. PDS-P104 - Fabricated Meter Bends

v. PDS-P114 - Fabricated fittings (Tee & Reducers)

vi. PDS-MT-104 - Equivalent electrodes and filler wires for welding of carbon

and low alloy steels.

vii. PDS-MT-105 - Equivalent electrodes and filler wires for welding of stainless

and special steels.

4.14.3 NOTES: -

a) PDIL specifications and standards shall be provided to successful BIDDER at

site after mobilisation.

Page 28: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

28

b) In case of any conflict between standards, codes and specifications, the

stringent of all shall be followed.

c) In PDIL Standards, please read PDIL (PROJECTS & DEVELOPMENT

INDIA LTD) in place of P&D, FPDIL or FCI.

d) Other relevant PDIL standards shall be provided at Site.

4.15 GENERAL INSTRUCTIONS FOR STORAGE OF PIPELINES

4.15.1 STORAGE METHODS a) Open-air storage

b) Open-air storage, area fenced

c) Roofed, open-air storage, area fenced

d) Storage in building or rooms provided with lock and key

e) Storage in unheated rooms

f) Storage in heated or air-conditioned building (approx. 180 C)

4.15.2 STORAGE OF PIPE

a) PIPES (carbon steel), Suitable storage: open-air storage. Measures to be taken:

The material is to be stored separately by nominal size and wall thickness and appropriately colour-coded. The pipes are to be placed on wooden supports in a manner as to prevent them from shifting. Good accessibility is to be provided for transportation facilities and lifting gear. The end of special pipes (e.g. high pressure pipes) is to be protection against damage.

b) Piping Elements Such As Fittings, valves etc

Suitable indoors storage, Secured 4.15.2 (a)

Special Measures: The piping materials are to be stored on solid, well accessible and marked shelves,

and also care should be taken not to damage the facing when placing the items into or withdrawing them from the stores. Protective covers are to remain on the valves, etc. until commencement of erection.

c) STORAGE OF PACKING MATERIAL:

Suitable storage: open-air storage area

Measures to be taken: To be prevented from coming in contact with the soil, and shall be covered with tarpaulins.

4.16 GENERAL INSTRUCTIONS TO CONTRACTOR

4.16.1 All weld joint designs shall be deployed as per technical specifications. For alternative weld joint design, prior approval of Consultant is required.

Page 29: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

29

4.16.2 Maximum tolerance on line and level of steel work shall be ± 3 mm on any part of the structure. The structure shall not be out of plumb more than 3.5 mm on each 10 m section height and not more than 7 mm per 30M section height. This shall apply unless indicated otherwise on drawings.

4.16.3 The use of existing foundation, structures and supports as a point of anchorage for lifting, pulling and locking purpose is prohibited and shall be allowed only when Owner/Consultant permits in writing.

4.16.4 At SITE, Consultant’s representative shall have access at all times to all jobs being executed by the Contractor. The Contractor is bound by CONTRACT to provide him with all facilities, access to the jobs etc., in order to enable him to conduct inspection, checking, testing etc. as per his requirements. Regarding interpretation of drawings and technical documents, methodology in which jobs are to be executed, modifications necessary to complete a job or jobs etc. and in all other SITE matters the decision of Consultant’s representative shall be treated as final.

4.16.5 The Contractor shall arrange for daily cleaning of his SITE area of execution, including trenches, pits and drains, without fail. If he fails to do so, Consultant shall arrange to carry out this job through any other agency and cost for this shall be deducted from the running bills of Contractor.

4.16.6 The following safety factor shall apply to all lifting equipments:

Hoisting line - 3.5

Guy wires - 3.0

Slings - 5.0

Shackles - 5.0

Safety factor - Breaking strength/load

4.16.7 Load test of all lifting tackles of Contractor shall be conducted by Contractor at SITE in the presence of Owner/ Consultant before such tackles are used at SITE.

4.16.8 During the bad weather condition, the Contractor shall make suitable and adequate arrangement by way of providing protection against rain and wind for carrying out welding and other fabrication and erection jobs smoothly at site.

4.16.9 However, erection of piping etc. is to be undertaken using mobile cranes of Contractor. Availability of mobile cranes from Owner/ Consultant shall not be considered at all in CONTRACTOR’S offer.

4.16.10 Quality control procedures and instructions for various supervisions in writing shall be prepared by the Contractor before opening their site. It shall be duty of quality control engineer to see that supervisors are following the same in Toto.

4.16.11 Contractor shall ensure that during the above ground welding job, asbestos cloth shall be used to cover instruments; cables etc., so as to avoid damage to these as well assure safe working conditions at lower levels.

4.16.12 The Contractor shall make necessary arrangements for transportation to site and safe storage (storage room duly approved by BARC/DOSE) of radiographic source at site without any cost to Owner. However necessary space shall be provided by Owner.

Page 30: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

30

5.0 ADDITIONAL SITE WORKS:

Additional site works shall also be carried out by erection contractor as per the details shall be furnished later on at site to meet site requirement.

6.0 STATUTORY APPROVALS:

The Contractor shall be fully responsible for obtaining Statutory Approvals for drawings and documents needed for carrying out dismantling /erection and Hydro testing of Pipelines work under different local authority. All documents needed for the same shall be supplied to Contractor by Owner/Consultant. Statutory fee shall be paid by the Owner on production of documentary evidence.

Page 31: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

31

PART-B

CIVIL, STRUCTURAL & OTHER ALLIED WORKS FOR JETTY PIPELINE

[CLIENT: AEGIS LOGISTICS LIMITED]

Page 32: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

32

CONTENTS OF PART B

Sl. No.

Description

1 .00.0 GENERAL

1.02.00 SCOPE OF WORK

1.02.1.1 CIVIL, STRUCTURAL & OTHER ALLIED WORKS

ATTACHMENTS

Sl. No.

Description

1 PIPING LAYOUT PLAN FOR PROPANE/BUTANE LINES (JETTY TO AEGIS TERMINAL)

Page 33: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

33

1 . 00.0 GENERAL 1 . 01.1 This section of the tender Documents deals with the Scope and Technical

Specifications needed for the execution and construction of civil & structural works on Item Rate basis. The work shall have to be carried out both below and above ground level for civil, structural and other allied works associated with the laying of Propane/Butane lines from Jetty to Cryogenic Terminal at Haldia for M/s Aegis Logistics Ltd.

1.01.2 In the event of conflict between the requirements of two or more clauses of the specifications/ Documents, the more stringent requirement as per the interpretation of the Engineer-in-Charge shall prevail.

1.01.3 The Contractor shall inspect and examine the site and its surrounding and shall satisfy himself before submitting his bid as to the nature of the ground and subsoil, the form and nature of the site, the quantum and the nature of work and material necessary for successful completion of the works and the means of access to site and in general shall himself obtain all necessary information as to risks, contingencies and other circumstances which may influence or affect his Tender. Under no circumstances, extra payment consequent on any misunderstandings or otherwise on the part of the Contractor shall be allowed.

1.01.4 Works covered herein below may have to be executed also in operating plant/or by the side of nearby pipelines in operating condition, if required. The Contractor shall have to take all safety precaution to protect all the existing equipment, structures, facilities and buildings etc. from damage. In case, any damage occurs due to the activities of the Contractor on account of negligence, ignorance, accidental or any other reasons whatsoever, the damage shall be made good by the Contractor at his own cost to the satisfaction of the Owner / Consultant. The Contractor shall have to take also all necessary safety measure, at his own cost, to avoid any harm/ injury to his workers and staff and facilities of the existing plant.

1.02.00 SCOPE OF WORK 1.02.01 The Scope of Work consists of the Access preparation, execution / construction of

Civil & Structural Works for the installation of pipelines from Jetty to Aegis Terminal at Haldia.

1.02.02 The work to be performed under the Scope of Work consists of providing all labor, materials except if indicated in Schedule Of Rates, supervision, scaffolding, construction equipment, tools, tackles and plants, supplies, transportation, all incidental items though not indicated or specified, but reasonably implied or necessary for successful completion of the work including Contractor's supervision strictly in accordance with the "Good for Construction" Drawings to be supplied progressively by the Owner/ Consultant, "Technical Specifications" and "Schedule of Rates" of this Tender on Item Rate basis. Sampling & testing of material & equipment shall be done as per relevant clauses of BIS & shall not be paid extra. The contractor shall preferably establish a laboratory at site for all

Page 34: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

34

relevant site test as per BIS requirements. The nature of work shall generally involve earth work in grading and leveling of the site area by excavation and filling with available/ imported selected good earth under desired compaction, dewatering, shoring, strutting, etc., excavation in trenches for foundations, back-filling around completed structures and plinth filling with available excavated/ imported selected good earth/sand, cohesive non-swelling soil and sand as specified, disposal of excavated surplus earth/ materials, breaking /stripping & forming of pile heads, concreting including reinforcements and formwork, inserts, anchor bolts, construction of reinforced cement concrete columns, slabs, equipment foundations, any sort of anticorrosive painting and/ or lining on PCC, RCC The work also includes dismantling and/or demolishing of existing PCC/RCC, structural steel, flooring, plastering, brick masonry, rolling shutters, any sort of roofing with water proof treatment works including stacking separately service- able and disposal of unserviceable materials & rebuilding as per requirements. The Tender Drawings attached with this specification provides a general idea about the work to be performed under the scope of this Contract. The enclosed Drawings are preliminary Drawings which are for bidding purposes only and are by no means the final Drawings or show the full range of the work under the scope.

1.02.0.3 The scope of work also includes preparation of Bar Bending Schedule for the reinforcements including getting them Approved from the Engineer-in-Charge.

1.02.1.0 The civil work included in this contract consists of the followings:

1.02.1.1 CIVIL, STRUCTURAL AND OTHER ALLIED WORKS The scope of work under this includes construction/ execution, providing necessary engineering supervision through qualified and technical personnel, skilled and unskilled labor, etc. and mobilization of all relevant and adequate plants, tools and tackles, equipment, machineries, etc., to carry out all civil & structural works in balance of plant for successful completion of the project. The above work shall have to be carried out both below and above ground level. All the civil & structural works shall be carried out strictly in accordance with the "Technical Specifications, Preamble to schedule of rates and "Schedule of Rates (EM150-PNCV-SOR-201) enclosed with this document. The civil and structural works for the Project consists of, mainly but not limited to, the followings.

Pipe Support trestles RCC Sleepers Foundations

1.02.1.2 MATERIAL OF CONSTRUCTIONS Material of construction such as cement, reinforcement and structural steel shall be as per approved vendor list of M/s Aegis Logistics Limited.

*****************

Page 35: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

35

CONTENTS OF PART B

Sl. No. Description

1. GENERAL

2. REFERENCE CODES AND STANDARDS

3. EARTH WORK

4. PLAIN AND REINFORCED CONCRETE WORK

5. STEEL REINFORCEMENT

6. FORM WORK

7. STRUCTURAL STEEL WORK

8. PAINTING ON STRUCTURAL STEEL

9. M.S.GALVANISED GRATING

Page 36: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

36

1.0 GENERAL

1.1 This specification covers the technical requirements for the construction of

foundation, structure etc. required for the completion of the work.

1.2 These technical Specifications shall be supplementary to the specifications contained

in the CPWD specifications, wherever at variance, these Particular Specifications

shall take precedence over the provisions in the CPWD Specifications.

1.3 Specifications of materials and workmanship shall be as described in the Central Public Works Department Specifications Vol. I to VI (latest) including latest amendments, unless otherwise specified. These CPWD Specifications shall be deemed to form part of this contract. The CONTRACTOR shall procure and maintain copies of the latest CPWD Specifications at site for reference.

2.0 REFERENCE CODES & STANDARDS

2.1 Wherever reference of BIS Specifications/ or BIS Codes of Practice are made in the Specifications/ Schedule of Rates or Preambles, reference shall be to the latest edition of BIS (Bureau of Indian Standards).

BIS - 383 Coarse & Fine aggregates from natural sources for concrete.

BIS - 432 Mild Steel & Medium tensile steel bars.

BIS - 456 Code of Practice for Plain and Reinforced Concrete.

BIS - 800 Code of practice for general construction in steel

BIS - 875 Code of practice for design loads

BIS - 1363 Hexagon head bolts, screws & nuts of product grade C : Part - I

Hexagon head bolts ( size range M5 to M64)

BIS - 1367 Technical supply conditions for threaded steel fasteners

BIS - 1786 High strength deformed steel bars & wires for concrete reinforcement.

Page 37: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

37

3.0 EARTHWORK

3.1 EXCAVATION

3.1.1 Excavation shall be carried out in soil of any nature and consistency, in the presence of water or in the dry, met on the site to the lines, levels and contours shown on the detailed drawings and CONTRACTOR shall remove all excavated materials to soil heaps on site or transport for use in filling on the site or stack them for reuse as directed by the Engineer-in-Charge.

3.1.2 Black cotton soil, and other expansive or unsuitable soils excavated shall not be used for filling in foundations, and plinths of buildings or in other structures including manholes, septic tanks etc. and shall be disposed off within the contract area marked on the drawings, as directed, leveled and neatly dressed.

3.1.3 In case of trenches exceeding 2 metres depth or where soil is soft or slushy, the sides of trenches shall be protected by timbering and shoring. The CONTRACTOR

shall be responsible to take all necessary steps to prevent the sides of trenches from caving in or collapsing. The extent and type of timbering and shoring shall be as directed by the Engineer-in-Charge.

3.1.4 Where the excavation is to be carried out below the foundation level of adjacent structure, the precautions to be taken such as under pinning, shoring and strutting etc. shall be determined by Engineer-in-Charge. No excavation shall be done unless such precautionary measures are carried out as per directions of Engineer-

in-Charge. 3.1.5 Specification for Earth work shall also apply to excavation in rock in general. The

excavation in rock shall be done such that extra excavation beyond the required width and depth as shown in drawings is not made. If the excavation done in depth greater than required /ordered. The CONTRACTOR shall fill the extra excavation with concrete of mix 1:5:10 as the foundation concrete at his own cost.

3.1.6 CONTRACTOR shall make all necessary arrangements for dewatering / defiling as required to carry out proper excavation work by bailing or pumping out water, which may accumulate in the excavation pit from any cause/ source whatsoever.

3.1.7 CONTRACTOR shall provide suitable draining arrangements at his own cost to prevent surface water entering the foundation pits from any source.

3.1.8 The CONTRACTOR is forbidden to commence the construction of structures or to carry out concreting before Engineer-in-Charge has inspected, accepted and permitted the excavation bottom.

3.1.9 Excavation in disintegrated rock means rock or Boulders including brickbats which may be quarried or split with crow bars. This will also include laterite and hard conglomerate.

Page 38: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

38

3.1.10 Excavations in hard rock - means excavation made in hard rock to be done manually, or by blasting using only explosives and / or pneumatic hammers. In case of blasting, control blasting should be adopted depending on site conditions. For using explosives CONTRACTOR shall follow all provisions of Indian Explosives Act / Rules 1983, corrected / revised up to date.

3.1.11 In case of hard rock excavation to be carried out using explosives the, CONTRACTOR shall obtain the written approval in advance.

3.1.12 The measurements for excavations shall be restricted and limited to minimum

excavation line as per drawing for payment purposes. Excavation beyond the

edge of PCC marked in the drawing shall not be paid for.

3.1.13 Adequate protective measures shall be taken to see that the excavation does not affect or damage adjoining structures. The CONTRACTOR shall take all measures required for ensuring stability of the excavation and safety of property and people in the vicinity. The CONTRACTOR shall erect and maintain during progress of work, temporary fences around dangerous excavations at no extra cost.

3.1.14 Excavation in ordinary soil means excavation in ordinary hard soil including stiff heavy clay, hard shale, or compact murum, or any material, which can be removed by the ordinary application of spades, shovels, picks and pick axes. This shall also include removal of isolated boulders each having a volume not more than 0.50m³.

3.1.15 Excavation in soft rock includes limestone, sandstone, laterite, hard conglomerates, etc. or other rock which can be quarried or split with crowbars or wedges. This shall also include excavation of tarred pavements, masonry work and rock boulders each having a volume of not more than 0.25m³.

3.1.16 Excavation in hard rock includes any rock bound in ledges or masses in its original form or cement concrete for which in the opinion of the Engineer-in-

Charge, requires the use of compressed air, equipment, sledge hammer and blasting or nonexplosive materials viz. Acconex manufactured by A.C.C. Ltd. Specifications and instructions for use shall be as per manufacturer.

3.1.17 In case of any difficulty concerning the interpretation of type of soil as mentioned above, the Engineer-in-Charge shall decide whether the excavation in a particular material is in ordinary soil, soft rock or hard rock and his decision in this matter shall be final and binding on the CONTRACTOR and without appeal.

Page 39: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

39

3.2 FILLING

3.2.1 Back filling of excavations in trenches, foundations and elsewhere shall consist of one of the following materials approved by Engineer-in-Charge. i. Soil ii. Sand iii. Moorum iv. Hard-core

v. Stone/gravel All back filling material shall be approved by the Engineer-in-Charge. 3.2.2 Soil filling - Soil material shall be free from rubbish, roots, hard lumps and any other foreign organic material. Filling shall be done in regular horizontal layers each not exceeding 20 Cm. depth. 3.2.3 Back filling around completed foundations, structures, trenches and in plinth shall be done to the lines and levels shown on the drawings. 3.2.4 Back filling around pipes in the trench shall be done after hydro testing

is done.

3.2.5 Back filling around liquid retaining structures shall be done only after leakage testing is completed and approval of Engineer-in-Charge is obtained. 3.2.6 Sand used for filling under foundation concrete, around foundation and in plinth etc. shall be fine/ coarse, strong, clean, free from dust, organic and deleterious matter. The sand filling under foundation shall be rammed with Mech. compactor. Sand material shall be approved by Engineer-in-Charge. 3.2.7 Moorum for filling, where ordered, shall be obtained from approved pits and quarries which contain siliceous material and natural mixture of clay. Moorum shall not contain any admixture of ordinary earth. Size of moorum shall vary from dust to 10 mm. 3.2.8 Hard-core shall be of broken stone of 90 mm to 10 mm size suitable for providing a dense and compact sub grade. Stones shall be sound, free from flakes, dust and other impurities. Hard core filling shall be spread and leveled in layers, 15 cm thick, watered and well compacted with ramming or with mechanical / hand compacts including hand packing wherever required. 3.2.9 If any selected fill material is required to be borrowed, CONTRACTOR shall make arrangements and procure such material from outside borrow pits. The material of source shall be subject to prior approval of Engineer-in-

Page 40: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

40

Charge. CONTRACTOR shall make necessary access roads to borrow areas and maintain the same, if such access roads do not exist, at no extra cost. 3.2.10 Plinth filling shall be carried out with approved material as described earlier, in layers not exceeding 150mm, watered and compacted with mechanical compaction machines. Engineer-in-Charge may however permit manual compaction by hand tampers in case he is satisfied that mechanical compaction is not possible. When filling reaches the finished level, the surface shall be flooded with water, unless otherwise directed, for at least 24 hours, allowed to dry and then the surface again compacted as specified above to avoid settlements at later stage. The finished level of the filling shall be trimmed to the level specified. Compacted surface shall have at least 95% of laboratory maximum dry density. A minimum of one test per 500 sq. meters of compacted area shall be done.

3.2.11 Whenever the fill material (earth or soil) is purchased, CONTRACTOR shall get the approval of Engineer-in-Charge. The CONTRACTOR shall arrange to determine the following properties of the soil and shall get the approval of Engineer-inCharge.

Clay content : 15% to 20% Laboratory dry density : Not less than 1800 kg/m³

Plasticity Index : Not more than 20. 3.2.12 The fill shall be compacted using a vibrating compactor of not less than 1.5 tonne. The fill shall be thoroughly compacted in layers as directed but not more than 200 mm thick. Adequate water shall be used for compaction and the density after compaction shall be not less than maximum dry density obtained in test of BIS: 2720 Part-8. Compacted surface shall have at least 90% of laboratory maximum dry density. A minimum of one test per 500 sq. meters of compacted area shall be done. 3.2.13 The Gravel fill shall be non plastic granular material, well graded, strong, with maximum particle size of 50 mm, with not more than 15% passing a 4.75 mm BIS sieve, free of all debris, vegetable matter and chemical impurities.

3.2.14 All clods, lumps etc. shall be broken before compaction.

3.2.15 In case of grading/banking successive layers of filling shall not be placed, until the layer below has been thoroughly compacted to satisfy the requirements laid down in this specification. Prior to rolling, the moisture

Page 41: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

41

content of material shall be brought to within +/-2% of the optimum moisture content as described in BIS 2720 Part-7. The moisture content shall preferably be on the wet side for potentially expansive soil. After adjusting the moisture content as described, the layers shall be thoroughly compacted by means approved by Engineer-in-Charge, till the specified maximum laboratory dry density is obtained. General, fill shall be placed in layers not exceeding 300 mm thickness and shall be thoroughly compacted to achieve a compaction of at least 90% of laboratory maximum dry density up to a depth of 600 mm below finished grade. Final fill of 600 mm thickness shall consist of preferably natural material in, as dug condition except that stones larger than 100 mm shall be removed. It shall be placed in layers not exceeding 150 mm thickness and compacted to achieve of at least 95% of laboratory maximum dry density. Each layer shall be tested in field for density and accepted by Engineer-in-Charge, subject to achieving the required density before laying the next layer. A minimum of one test per 500 sq meters for each layer shall be conducted. If the layer fails to meet the required density, it shall be reworked or the material shall be replaced and method of construction altered as directed by Engineer-inCharge to obtain the required density. The filling shall be finished in conformity with the alignment, levels, cross-section and dimensions as shown in the drawing.

Extra material shall be removed and disposed off as directed by the Engineer-inCharge.

4.0 PLAIN AND REINFORCED CONCRETE WORK

This specifications deals with cement concrete, plain or reinforced, for general use, and covers the requirements for concrete materials, their storage, grading, mix design, strength & quality requirements, pouring at all levels, reinforcements, protection, curing, form work, finishing, painting, admixtures, inserts and other miscellaneous works.

4.1 MATERIALS

4.1.1 Cement: Any of the following cements may be used as required.

BIS - 269 33 Grade ordinary Portland

cement BIS - 8112 43 Grade ordinary

Portland cement

Page 42: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

42

BIS - 12269 53 Grade ordinary port land cement

4.1.2 Water: Water used for mixing and curing concrete and mortar shall conform to the requirements as laid down in BIS: 456. Sea water shall not be used for concrete work. 4.1.3 Aggregates: Coarse and fine aggregates for cement concrete plain and reinforced shall conform to the requirements of BIS 383 and / or BIS 515. Before using, the aggregates shall be tested as per BIS: 2386. Coarse aggregate: Coarse aggregate for all cement concrete work shall be broken or crushed hard stone, black trap stone obtained from approved Quarries or gravel. Sand: Fine aggregate for concrete work shall be coarse sand from approved sources. Grading of coarse sand shall be within grading zones I, II or III laid down in BIS: 383, table 4. If required the aggregates (both fine and coarse) shall have to be thoroughly washed and graded as per direction of Engineer-in-

Charge.

4.2 MIXING

All cement concrete plain or reinforced shall be machine mixed. Mixing by hand may be employed where quantity of concrete involved is small, with the specific prior permission of the Engineer-in-Charge. 10% extra cement shall be added in case of hand mixing as stipulated in BIS-456. For large and medium project sites the concrete shall be sourced from ready- mixed concrete plants or from on site or off site batching and mixing plants (BIS 4926)

4.3 WATER CEMENT RATIO

Once a mix, including its water-cement ratio, has been determined and specified for use by the Engineer-in-Charge, that water cement ratio shall be maintained.

4.4 LAYING

Concreting shall be commenced only after the Engineer-in-Charge has inspected and passed the sub-base / base or the centering, shuttering and reinforcement. Concrete in slab beams, columns, footings etc. shall be laid gently in layers not exceeding 15 cm and shall be properly consolidated by means of approved mechanical vibrators.

Page 43: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

43

4.5 CURING

a. After the concrete has begun to harden, it shall be protected with moist

gunny bags, sand or any other material approved by the Engineer-in-

Charge against quick drying. After 24 hours of laying concrete, the surface

shall be cured by flooding with water or by covering with wet absorbent

materials for 7 days as per the direction of Engineer-in-Charge.

b. Approved curing compounds may be used in lieu of moist curing with the

permission of the Engineer-in-Charge. Such compounds shall be applied to

all exposed surfaces of the concrete as soon as possible after the concrete

has set. No extra payment shall be made for the same.

4.6 GRADES OF CONCRETE

4.6.1 Grades of cement concrete shall be as given below:

Grade Specified

Characteristic compressive strength at 28

days ( N/mm2)

i. M 7.5 7.5 ( 75 Kg/cm2 )

ii. M 10 10 ( 100 Kg/cm2 )

iii. M 15 15 (150 Kg/cm2 )

iv. M 20 20 ( 200 Kg/cm2 )

v. M 25 25 (250 Kg/cm2 )

vi. M 30 30 ( 300 Kg/cm2 )

4.6.2 Grades lower than M 20 shall not be used in reinforced concrete. 4.6.3 M 7.5 grades of concrete may be used for lean concrete bases & M 10 for simple foundation of masonry walls. 4.6.4 A sieve analysis test of aggregates shall be carried out as and when the source of supply is changed without extra charge not withstanding the mandatory test required to be carried out as per CPWD specification. 4.6.5 All test in support of mix design shall be maintained as a part of records of the contract. Test cubes for mix design shall be prepared by the CONTRACTOR under his own arrangements and at his costs, but under the supervision of the Engineer-inCharge

Page 44: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

44

4.7 NOMINAL MIX CONCRETE

4.7.1 All concrete work (P.C.C / R.C.C.) shall be with nominal mix concrete unless specified otherwise. The proportions of materials used for concrete of grades M5, M 7.5, M10, M15 and M20 shall be as per following Table.

Proportions for Nominal Mix of Concrete

Grade of

Concrete

Total Quantity of Dry

Aggregate by Mass per 50 Kg

of Cement (as sum of Fine and

coarse aggregates), in Kg, Max.

Proportion of Fine

Aggregate to coarse

aggregate ( by Mass)

Quantity of water per 50 Kg of cement

Maximum in

liters.

M 5 800

Generally 1:2 subject to an upper limit of 1 : 1.5 and a lower limit of 1 : 2.5

60

M 7.5 625 -do- 45

M 10 480 -do- 34

M 15 330 -do- 32

M 20 250 -do- 30

Notes:

1. The proportions of the fine aggregates should be adjusted from upper limit

to lower limit progressively as the grading of the fine aggregates become

finer and the maximum size of coarse aggregate becomes larger. Graded

coarse aggregate as per BIS: 383 may be used.

2. This Table envisages batching by weight. Volume batching when done, the

nominal mixes would roughly be 1:3:6, 1:2:4 and 1:1.5:3 for M10, M15 and

M20 respectively.

3. For under water concreting the quantity of coarse aggregate, either by

volume or mass, shall be between1.5 to 2 times that of fine aggregates.

4.7.2 The cement content of the mix specified for any nominal mix shall be proportionately increased if the quantity of water in a mix has to be increased to overcome the difficulties of placement and compaction, so that water - cement ratio is

Page 45: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

45

not exceeded. In case of vibrated concrete, the limits specified, above may suitably be reduced to avoid segregation.

4.7.3 If the nominal mix concrete made in accordance with the proportion given for a particular grade does not yield the specified strength, such concrete shall be classified as belonging to appropriate lower grade. However, if the strength results of test are higher than those specified for the grade in the nominal mix of concrete it shall not be placed in a higher grade.

4.8 DESIGN MIX CONCRETE

4.8.1 Design mix shall be allowed for major works where it is contemplated to be used by installing weigh batch mixing plant as per BIS 4925. At the time of tendering, the CONTRACTOR, after taking into account the type of aggregates, plant and method of laying he intends to use, shall allow in his tender for the design mix i.e., aggregate/cement and water/cement ratios which he considers will achieve the strength requirements specified, and workability for concrete to be properly finished. 4.8.2 Before commencement of concreting, CONTRACTOR shall carry out preliminary tests for design mix on trial mixes proposed by him in design of mix to satisfy the Engineer-in-Charge that the characteristic strength is obtained. In this regard, CONTRACTOR may consult govt. approved/reputed institute to get design mix done as per BIS 10262 at his own cost. The concrete mix to be actually used shall be approved by the Engineer-in-Charge.

4.8.3 Notwithstanding the above, the following shall be the maximum combined weight of coarse and fine aggregate per 50 kg of cement.

Grade of Concrete Maximum weight of fine & coarse aggregates together per 50 kg of cement (for nominal mix only)

i. M - 10 480 kg

ii. M - 15 350 kg

iii. M - 20 250 kg

4.8.4 The workability of concrete produced shall be adequate, so that the concrete can be properly placed and compacted. The slump shall be as per BIS 456.

Page 46: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

46

4.8.5 The minimum consumption of the cement irrespective of design mix shall not be less than the following:

M 7.5 (1:4:8) 170 kg/cu m

M 10 (1:3:6) 220 kg/cu m

M 15 300 kg/cu m

M 20 350 kg/cu m

M 25 380 kg/cu m

M 30 400 kg/cu m

4.9 TESTING OF CONCRETE

Testing of concrete, sampling and acceptance criteria shall be in accordance with BIS 456.

4.10 SAMPLING OF CONCRETE

Sampling & strength Test of concrete, Acceptance criteria and Inspection & Testing of Structure : This shall be as per the requirements laid down in clause Nos: 14, 15 & 16 of BIS : 456.

5.0 STEEL REINFORCEMENT

5.1 Steel reinforcement shall comprise i. Mild steel bars conforming to BIS : 432 Part-I.

ii. Cold twisted bars conforming to BIS: 1786

iii. CRS bars

iv. TMT bars

v. Hard drawn steel wire fabric conforming to BIS: 1566

5.2 All joints in reinforcement shall be lapped adequately to develop the full strength of the reinforcement as per provision of BIS: 456 or as per instruction of

Engineer-inCharge.

6.0 FORM WORK

6.1 The shuttering or form work shall conform to the shape, lines and dimensions as shown on the drawings and be so constructed as to remain sufficiently rigid during placing and compacting of the concrete and shall be sufficiently tight to prevent loss of liquid from the concrete. The surface that becomes exposed on the removal of forms shall be examined by Engineer-in-Charge or his authorized representative

Page 47: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

47

before any defects are made good. Work that has sagged or bulged out, or contains honey combing, shall be rejected. All shuttering shall be plywood or steel shuttering.

6.2 The CONTRACTOR shall be responsible for sufficiency and adequacy of all form work. Centering and form work shall be designed & detailed in accordance with BIS 14687 and approved by the Engineer-in-Charge, before placing of reinforcement and concreting.

7.0 STRUCTURAL STEEL WORK

This specification covers the technical requirements for the preparation of shop drawings, supply, fabrication, protective coating, painting and erection of all structural steel rolled sections, built up sections, plates and miscellaneous steel required for the completion of the work.

7.1 Steel

All structural steel used in construction within the purview of this contract shall, comply with one of the following Bureau of Indian Standard Specifications, whichever, is appropriate or as specified. BIS – 2062 Hot rolled sections and plates BIS – 1079 Cold formed light gauge sections BIS – 1161 Tubular sections (Circular) BIS – 4923 Hollow sections (rectangular or square)

7.2 Fabrication

Fabrication of steel structure shall be carried out in conformity with the best modern practices and with due regard to speed with economy in fabrication and erection and shall conform to BIS-800. All members shall be so fabricated as to assemble the members accurately on site and erect them in correct positions. Before dispatch to site the components shall be assembled at shop and any defect found rectified. All members shall be free from kink, twist, buckle, bend, open joints etc. and shall be rectified before erecting in position. Failure in this respect will subject the defective members to rejection.

7.3 Fabrication Drawings

7.3.1 Fabrication and erection drawings shall be prepared by the CONTRACTOR on the basis of design issued to the CONTRACTOR in stages. These drawings

Page 48: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

48

shall be prepared by the CONTRACTOR or by an agency approved by the Engineer-inCharge. The Fabrication drawings should be approved by client prior to construction. 7.3.2 The CONTRACTOR shall however ensure accuracy of the following and shall be solely responsible for the same. i. Provision for erection and erection clearance.

ii. Marking of members.

iii. Cut length of members.

v. Matching of joints and holes.

vi. Provision kept in the members for other interconnected members.

vii. Bill of materials.

7.3.3 Connections, splices and other details where not shown on the design drawings shall be suitably designed and shown on the fabrication drawings based on good Engineering practice, developing full member strength. 7.3.4 The CONTRACTOR shall incorporate all the revisions in his fabrication drawings resulting from revision in design drawings during the course of execution of work at no extra cost. 7.3.5 The CONTRACTOR shall supply three (3) prints of each fabrication drawing submitted for checking to Engineer-in-Charge. After approval of fabrication drawings CONTRACTOR shall supply six (6) prints and two (2) reproducible of each approved fabrication drawing to Engineer-in-Charge. The rates quoted by the CONTRACTOR shall include the same.

7.4 Welding

Welding shall be adopted in most of the cases for fabrication of steel structure. Welding work shall be carried out as shown in relevant drawings as per BIS-816 or as required and approved by the Engineer-in-Charge. Welding of joints shall be so arranged that the resulting tensile and compressive stresses produced by each part of weld tend to balance each other.

7.5 MS Black/High Strength Bolts and Nuts

Page 49: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

49

M.S.Black or high strength bolts, nuts and washers etc. shall be as per BIS-800, BIS1363 and BIS-1367. Manufacturer's test certificate shall be made available to the Engineer-in-Charge or his representative, when called for. For bolted joints, shanks and threaded bolts are to be used to ensure that threaded length do not encroach within the thickness of connected members of dimension beyond the following limit:-

a. 1.5 mm for connected members of thickness below 12 mm and

b. 2.5 mm for connected member of thickness 12 mm and above and that

adequate shearing and bearing values required as per design are achieved.

7.6 Erection and Setting of Steel Structure

The erection of steel work shall be in accordance with Bureau of Indian Standard Specifications Nos. BIS-800 and BIS - 816.

8.0 PAINTING ON STRUCTURAL STEEL

The following specification shall be used for painting of structural steel work. 8.1 SCOPE

This specification shall be used in noncoastal area. Surface Preparation

The surfaces to be painted shall be sand blasted to Sa - 2.5 as per Swedish Standard SIS 05-59-00. Air used for sand blasting must be dry and oil free. Sand used for sand blasting shall be good quality river sand suitable for achieving the required surface finish. For optimum results pressure of sand blasting gun should be maintained at around 7 kg/cm2 and maximum height of profile should be kept around 50 microns. Sand blasted surfaces must be coated with primer within 4 hrs in dry climate. Moreover it is not advisable to carry out sand blasting when humidity exceeds 85% (RH).

8.1.1 Painting system to be used are indicated below: a. For chlorinated rubber paint.

Primer P2 - 2 coats - finish paint FP2 - 2 coats. Where P2 is high chlorinated zinc phosphate primer having DFT of 50 microns per coat and FP2 is chlorinated rubber based paint having DFT of 50 microns per coat.

8.1.2 The following points must be observed for painting work: a. Primer and paint shall be compatible to each other and should be from the

same manufacturer.

Page 50: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

50

b. The recommendation of the paint manufacturer regarding mixing,

matching and application must be followed meticulously.

Paints and primers shall be supplied at site in original container with factory seal otherwise such paints and primers shall not be allowed to be used. Mode of application i.e. by spray, brush or roller shall be strictly as per recommendation of paint manufacturer.

Painting materials must be used before the expiry date indicated on the containers.

Number of coats and DFT per coat must be strictly followed as indicated above. If the desired DFT is not achieved for primer and finish paints in two coats (each), CONTRACTOR shall be required to apply extra coat (s) to achieve the desired DFT without any extra cost to Engineer-in-Charge. Colour shade for each coat of primer and finish paint must be different to identify the coats without any ambiguity. Shade for the final finish coat shall be decided by Engineer-in-Charge at site.

All painting materials must be accompanied by manufacturers test certificates.

However, Engineer-in-Charge has any doubt regarding quality of materials,

he shall have the right to direct CONTRACTOR to get the doubtful material

tested or and provided (by CONTRACTOR) testing agencies for which no

extra payment shall be made to the CONTRACTOR and the charges shall

deemed to be covered in the unit rates quoted for fabrication and erection of

structural work.

DFT for paint shall be measured at least 20 points and mean DFT shall not vary by more than 10% than specified in DFT. Instrument for measurement of DFT shall be arranged and provided by CONTRACTOR at his cost.

Thickness of each coat shall also be checked regularly to ensure uniformity in DFT.

9.0 MS GALVANIZED GRATINGS

MS Galvanized gratings shall be made out of M.S.flats and Tor steel round bars of approved pattern and thickness. All joints are welded together to form a perfect mesh.

The details of gratings shall be as per specification.

Page 51: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

51

AEGIS LOGISTICS LIMITED

TENDER FOR FABRICATION & ERECTION FOR JETTY PIPING WORK AT HALDIA

PORT

Part 2

Schedule of Rates &

Terms and Conditions

HALDIA PORT, HALDIA

Page 52: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

52

SECTION DESCRIPTION

Section A General Conditions of Tender

Section B – Part A Schedule of Rates for Fabrication and Erection of Pipeline Works

Section B – Part B Schedule of Rates of Civil, Structural and other allied works for Jetty Pipeline

Section C Special Conditions of Tender

Section D Other Special Conditions of Tender

Drawings and Documents

Page 53: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

53

SECTION A - GENERAL CONDITIONS OF TENDER

1. DEFINITIONS

The following expressions hereunder and elsewhere in the contract documents used will have the following meanings hereunder respectively assigned to them namely:-

1.1. The “Owner” shall mean “Aegis Logistics Limited” incorporated in India and having its registered office at, 1202, Tower B, Peninsula Business Park, G. K. Marg, Lower Parel (West) Mumbai-400013 and shall include its successors and assigns.

1.2. The “Contractor / successful tenderer” shall mean the tenderer selected by the owner for the performance of the work and shall include the successors and permitted assigns of the Contractors.

1.3. The “Project” shall mean detailed working of Fabrication & Erection of Jetty Pipeline Work at Haldia Port for Aegis Logistics Limited (ALL) – Haldia Port at Haldia (West Bengal).

1.4. The “Project Manager” shall mean the officer nominated by owner to co-ordinate and supervise all the activities connected with the implementation of project on their behalf. The “Project Manager” may at his discretion depute owner’s officer to co-ordinate/supervise the work of Contractor.

1.5. The “Site-in-Charge” shall mean the Engineer nominated by the owner for the purpose of the contract or any work covered there under.

1.6. The “Job Site” shall mean any site at which the work is to be performed by the Contractor under the contract.

1.7. The “Work” and “Scope of Work” shall mean the totality of the work by expression or implication envisaged in the contract and shall include all material equipment and labour required for or relative or incidental to or in connection of any work and/or for incorporation in the work.

1.8. The “Contract” shall mean the totality of the agreement between the parties as derived from the contract documents.

1.9. The “Contract Documents” shall mean the contract documents as laid out in the Owner’s standard contract format which is based on General and Special conditions of Tender.

Page 54: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

54

1.10. The “Specification(s)” shall mean the various specification as set out in the specifications forming part of the tender documents and as referred to derived from the contract and any order (s) or instruction(s) there under, and in the absence of any specifications as aforesaid covering any particular work or part of portion thereof, shall mean the relevant Indian Standard Institution specifications for or relative to the particular work or part thereof, and in the absence of any Indian Standard Institution Specification covering the relative work or part or portion thereof, shall mean the standard or specification of any other country applied in India as a matter of standard engineering practice an and approved in writing by the Site-in-Charge with or without modifications.

1.11. “Order” and Instruction” shall respectively mean and written order or instruction given by the Owner/Site-In-Charge within the scope of their respective powers in terms of the contract.

1.12. “Plans” and “Drawings” shall mean maps drawing, sketches, tracings and prints forming part of the tender documents and any details or working drawings, amendments and/or modifications thereof approved in writing by the Site-In-charge or any agency notified by the Site-In-Charge, to the contractor for the purpose and shall include any other drawings or plans in connection with the work as may from time to time be furnished by or approved in writing by the Owner /Site-In-Charge or any other agency nominated by the Owner/Site-In-charge in this behalf in connection with the work.

1.13. “Inspector” means Third Party Inspection Agency” (TPIA) as specified by the Owner / Owner’s authorized representative as specified in the special condition of tender.

1.14. “Final Test Certificates” shall mean the final Test Certificate issued by Owner.

1.15. “Completion Certificate” shall mean the completion certificate issued by the Site-in-Charge”

1.16. “Final Certificate” shall mean the final certificate issued by the Site-In-Charge.

1.17. “Acceptance of Tender” shall mean the Acceptance of Tender issued by the Owner of the Tender”

1.18. The “Total Contract Value” shall mean the total contract value as specified in the acceptance of Tender, and after calculation of the entire remuneration due to the Contractor the contractor on successful of the works.

1.19. “Progress Schedule” shall mean the time schedule of progress of work.

1.20. “Running Account Bill” shall mean a bill for payment of “on Account’ to the Contractor.

Page 55: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

55

1.21. “Schedule of Prices” shall mean the schedule or prices annexed to the Acceptance of Tender and shall include any remuneration payable to the Contractor for any work determined in accordance with the conditions.

1.22. “Tender Documents” shall mean the Tender Documents comprising Part-I (Technical Bid) – Invitation to Tenders, Project information, General Conditions of Tender, Special Conditions of Tender, Tender Schedule, Drawings/Sketches, Data Sheets, Form of Tender and Price Schedule, Annexure, and Part II (Commercial Bid)-Form of Tender and Price Schedule, and Annexure.

1.23. “Agreed Variation” shall mean the statement of Agreed Variation annexed to the Acceptance of Tender or a further amendment annexed to the Contract forming part thereof.

1.24. The “Sub-Contractor” means any person of firm of Company (other than the Contractor) to whom any part of the work has been entrusted by the Contractor with the written consent of the Owner.

1.25. The “Permanent Work” means and includes works which will be incorporated and form a part of the works to be handed over to the Owner by the Contractor on completion of the Contract.

1.26. The “Construction Equipment” means all appliances and equipment of whatever nature for the use in or for the execution and completion of the works unless intended to form part of the permanent work.

1.27. “Letter of Intent” shall mean intimation by a letter to tenderer that the tender has been accepted in accordance with the provisions contained in the letter.

1.28. The “Alteration Order or Variation Order” means an order given in writing by the Owner to effect additions to or deletions from and alterations in the works.

1.29. All headings of the Clauses in these General Conditions of Tender or otherwise in any contract document are intended solely for the purpose of giving a broad indication of the contents of the clause and not as a summary of the contents thereof.

1.30. Unless otherwise specifically stated, a masculine gender shall include the feminine and natural genders and vice-versa and the singular shall include the plural and vice versa.

Page 56: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

56

2. GENERAL

2.1. Tender documents shall remain the property of the owner and if obtained by one intending tenderer shall not utilizable by another without the consent of the Owner. No more than 3 copies of Tender documents shall be issued to any one intending tenderer.

2.2. The tenderer should study all tender documents and understand the conditions /drawing / specification etc., before quoting. If there are any doubts, he should obtain clarification from Owner. This shall not be the justification for late submission of compensating date or time to the tender. All tender documents shall govern the contract, shall form part of the contract and shall be binding during the execution till completion of works

2.3. The tenderer should visit the site and acquaint himself with the site condition at his own cost including the boundary management issues.

2.4. Under no circumstances, tenders may be withdrawn or modified after submission to the Owner. Negligence on the part of the Tenderer in preparing his tender confers no right for withdrawal or modification of his tender after the tender has been opened.

2.5. Tenderer is required to make the lowest offer for the work as per the enclosed specification and details available therein. Please not the estimated quantities given in the schedule are approximate. As the work progress, it is possible that there may be variations.

2.6. The rates quoted should be inclusive of all materials, labour, equipment, tools/tackles, transportation of material and labour, excise, custom, octroi duty, sales tax and turn-over tax etc. All materials are to be supplied by the tenderer unless otherwise stated.

2.7. Canvassing in connection with the tender is strictly prohibited and the tender submitted by the tenderer resorting to canvassing shall be liable for rejection.

2.8. The final drawings are under preparation and shall be sequentially issued for the work. For any review, similar drawings from previous projects shall be offered. Interpreting specifications, the following order of decreasing importance shall be followed: a) Drawings b) Unit Rate Specifications & Technical Specifications. c) Bill of Quantities d) General specifications

Page 57: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

57

2.9. Incomplete/Conditional tender quotation or those received late and/or note conforming to the terms and conditions in the tender documents will be rejected. If rates are offered for part of the scope only, then the tender shall be treated as incomplete / conditional. If few special scopes are excluded citing reasons of specialization, the same shall be at the Owner’s discretion to treat as complete / incomplete.

2.10. The Owner reserves the right to reject any or every tender without assigning any reason whatsoever/or to negotiate with the tendered (s) in the manner the Owner considers suitable.

2.11. The Owner shall be available for resolution and / or clarification of all queries pertaining to Site, scope and technical specifications. We shall also organize supports and guidance during Site Visit. While issuance of Contract, it is deemed that tender is well understood and Owner shall not accommodate any scope change or additional charges.

3. SUBMISSION OF TENDER

3.1. Tender document Part-1-Technical Bid and Part 2-Commercial Bid should be sealed in separate covers, clearly marking ‘COMMERCIAL BID” on the cover containing Commercial bid. The COMMERCIAL BID should specifically addressed as PART A / B for appropriate evaluation. Both the above covers should be sealed in one cover clearly marking the Tender No. and Vendor’s name and address. The quotation must be submitted only in the prescribed tender schedule form supplied by the Owner.

3.2. The sealed tender should be addressed and sent by Registered post or personally handed over to the Tender Receiving Authority specified in Tender Notice or put in the Tender Box designated for the specific work located at the address specified in the Tender Notice.

3.3. The sealed Tender must reach the specified address before the date and time specified in the Tender Notice. Tender received after the due date and time will not be considered.

3.4. The tenderer should quote for all items in the tender schedule. The rate should be expressed both in figures and words. Where discrepancy exists between the two, the rates expressed in work will prevail. Similarly if there is any discrepancy between unit rate and total amount the unit rate will prevail.

3.5. The rates should be quoted in the same units as mentioned in the tender schedule.

3.6. All entries in the tender documents should be in ink/typed. Corrections if any should be attested by full signature of the tenderer.

Page 58: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

58

3.7. Every page of the tender documents shall be “SIGNED” by the tenderer or his authorized representative.

3.8. Tenderers are required to state in the tenders their addresses fully and correctly. All notices, communications and reference to any tenderer by the Owner shall be deemed to have been duly given to the tenderer if delivered to the tenderer or left at or posted to the address given by the tenderer and shall be deemed to have been so given in the case of posting on the day on which they would have reached such address in the ordinary course of post and in other cases on the day on which they were so delivered or left.

4. BANK GUARANTEES

4.1. The tenderer shall be required to furnish a Performance Bank Guarantee valid till the end of Defect Liability Period. The Defect Liability Period will be considered as 12 months from the commissioning or 18 months from the supply and acceptance by the client, whichever is earlier.

4.2. Please note that no interest shall be paid on Performance bank Guarantee.

5. CONTRACT AGREEMENT

The successful Tenderers shall receive within 15 days the Owner’s communication in form of Work Order / Contract / Letter of Intent. This communication shall detail the agreed price and terms and the extent of the scope.

6. VALIDITY

The validity of the bid shall be for a period of minimum 90 days from the last submission date. It shall there after continue to be valid, until,

a) A written advice is given to the Owner giving 10 days clear notice of their intention to reverse/alter the terms.

b) The work is completed to the satisfaction of the Owner and so certified in writing by Owner or their accredited representative in the case of successful tenderer.

7. QUANTITY MEASUREMENT

7.1 The quantities of work shown in the tender schedule are approximate and payment shall be made as per actual measurement. The contractor is not entitled for any sort of compensation towards material procured/stored in excess of the measured quantities.

7.2 The owner reserve the right to increase or decrease the tendered quantity or replace specifications, drawings, design of any or every item or delete them at any stage of work. The contractor’s claim for compensation or damages on account this shall not be entertained. Such deviation shall be adjusted at the rates contained in the contract or arrived at by calculation from contract rates.

Page 59: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

59

7.3 Detailed measurement of completed work shall be taken jointly by the Contractor and Owner/Site-in-Charge at every stage of work before proceeding to the next stage of work and shall be measured as per procedure laid down. The payment shall be made as per measured quantities, subject to their conforming to the quantities ordered as per drawing/schedules and not as per tender schedule quantities.

8. TIME FOR COMPLETION OF WORK

The tenderer should indicate the time required to complete the entire work from the date of receiving the order. The time indicated by the tenderer may have a bearing on the awarding of the contract. However, in no case, the time indicated should exceed the maximum allowable time for the completion of the entire work indicated in the Special conditions of the Tender.

To validate this schedule the Tenderer shall also furnish a Site Organogram and Project Schedule (in MS Projects) for executing this project for our review and acceptance.

9. STOPPAGE OF WORK

In case it becomes necessary for the Owner to temporarily suspend or postpone the work partly or fully due to unforeseen circumstances, Owner shall not be liable for any compensation on account of the resultant delay.

10. SUBCONTRACTING

No part of the contract shall be sublet without the written permission of the consultant & the employers nor shall be transferred by a 'Power of Attorney authorizing others to carry out the work or receive payment on behalf of the tenderer.

11. INSPECTION AND TESTING

11.1 A Field Quality Plan (FQP) shall be furnished by each tenderer as part of each bid document. This FQP shall be reviewed and approved and the same shall form an integral Inspection document at site.

11.2 A Quality Assurance Plan (QAP) shall be furnished by each tenderer as part of each bid document. This QAP shall be reviewed and approved and the same shall form an integral Inspection document for all materials at site. For supply scope by the Owner, the charges shall be borne by the Owner. Else, the scope shall be managed by the Owner.

12. DEFECTS LIABILITY PERIOD

Defect Liability Period shall be a period of 12 months from Commissioning or 18 months from completion of work. Any defect developed within 'Defect Liability period' as mentioned in appendix from the accepted & certified date of virtual completion of that

Page 60: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

60

work will have to be rectified by the contractor at their own cost & in case the defects are not rectified by the contractor, consultants/employer shall get the work done at the risk and cost of the contractor.

13. VIRTUAL COMPLETION CERTIFICATE:

VCC will be issued to the CONTRACTOR once the CONTRACTOR and the CLIENT mutually agree that the job is complete. The defect and liability period will commence from that date. The certificate will be issued by the Structural & Architectural Consultant.

14. COMPENSATION FOR DELAY IN COMPLETION

14.1 In case of any delay in completion of the work beyond the specified completion date, the Owner shall be entitled to be paid Liquidated Damages by the Contractor. The liquidated damages shall be initially at the rate of 0.5% (half percent) of the total contract value for every week of the delay subject to a maximum of 5% of the total contract value. The liquidated damages shall be recovered by the Owner out of the amounts payable to the Contractor or from the Performance Bank Guarantees or from the Retention Money retained from the Bills of the Contractor, either under this contract or any other contract.

14.2 Notwithstanding what is stated in clause 11.1 above, the Owner shall have the right to employ any other agency to complete the remaining work at the risk and cost of the Contractor in the event of his failing to complete the work within the stipulated milestones of the schedule.

14.3 The Contractor shall present in writing to the Site-in-Charge on account of the following for the extension in Contract period:

Force Majeure

Inclement Weather Conditions

Delay from other Contractors engaged by the Owner

Boundary or public disputes

Legal Proceedings

Insufficiencies in Schedule of Rates

Page 61: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

61

14.4 The Site-in-charge shall thereby prepare a fair and reasonable Extension for the schedule and furnish to the Contractor, who shall constantly use his best endeavor to the satisfaction of the Engineer to proceed with the works. Nothing herein shall prejudice the right of the Owner under the Clause 11.1 and 11.2 herein after.

15. PERFORMANCE / FAILURE OF CONTRACTOR

15.1 If the performance of the successful tenderer is found to be unsatisfactory, the company reserves the right to cancel in part or whole of the contract and gets the work executed through alternate means at the entire risk and cost of the successful tenderer.

15.2 The successful tenderer shall not consider independently, any change in specifications mentioned in the tender documents. In case of doubt he will refer the matter in writing to the Owner/Site-In-Charge and act as per clarifications given by the Owner/Site-in-charge. Any change in the work involving changes in original specifications quantities /additional items of work, should be covered by obtaining suitable variation order (s) from the Owner/site in charge immediately.

15.3 If the contractor after receipt of written notice from the Site-in-charge requiring compliance within 10 days fails to carry out and execute any work in accordance with this contract and or to comply with Site-in-charge’s instructions then the Owner with the consent and may employ and pay other persons to execute any such work whatsoever that may be necessary to give effect thereto, and all costs incurred in connection there with shall be recoverable from the Contractor by the Owner as a debit and may at the option of the owner be deducted from any money due to or to become due to the Contractor.

16. TERMINATION OF CONTRACT BY THE OWNER

The owner may terminate the contract at any stage for reasons to be recorded in the letter of termination. The Owner inter alia may terminate the Contract for any or all of the following reasons that the contractor

has abandoned the work/Contract.

has failed to commence the works, or has without any lawful excuse under these conditions suspended the work for 15 consecutive days.

has failed to remove materials from the site or to pull down and replace the work within 15 days after receiving from the Project Manager written notice that the said materials or work were condemned and/or rejected by the Engineer under specified conditions.

Page 62: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

62

has neglected or failed to observe and perform all or any of the terms acts, matters or things under this Contract to be observed and performed by the Contractor including the compliance to the instructions of Site Engineer and/or Third party Inspector and/or paint manufacturer.

has to the detriment of good workmanship or in defiance of the Site Engineer's and/or Third Party Inspectors and/or Paint manufacturer’s instructions to the contrary sub-let any part of the Contract.

has acted in any manner to the detrimental interest, reputation, dignity, name or prestige of the Owner.

has stopped attending to work without any prior notice and prior permission for a period of 15 days.

And his workmen have been found not complying to the safety requirement of Worksite and are found to be engaged or involved in Unsafe Acts and accidents on the site.

has become untraceable.

has without authority acted in violation of the terms and conditions of this contract and has committed breach of terms of the contract in best judgment of the owner.

has been declared insolvent/bankrupt.

in the event of sudden death of the Contractor.

has been charged by police or convicted by courts in India for Illegal acts, ransom, money extortion and criminal intimidation etc. during the contract period.

17. CONTRACTOR'S STORE

Contractor shall construct suitable godowns for storing tools. However, space for site office cannot be offered at site. The contractor however will have to dismantle all such sheds, toilet and vacate the land of all debris etc. at his own expense after completion of work.

18. EXTRA ITEMS - NON TENDER ITEMS

Rates for extras items/work as may be ordered shall be determined by the consultant/Employer as follows:

The rate of extra item shall be submitted by Contractors before execution of work. The same shall be confirmed by Clients/Consultant.

If not specified, the rates for that item shall be derived from the nearest similar item in the Tender.

At the actual expenditure incurred in execution of the item inclusive of any taxes, Octroi, etc. plus 15% for contractor's profit, plant, machinery, tools, and supervision and overhead etc. The actual expenditure will have basis of materials and labour as per actual working rate analysis. In case of materials supplied by owners at fixed prices, only 5% overhead & profit will be admissible on the cost of such material.

Page 63: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

63

For extra items contractors shall get the instructions confirmed in writing from Engineer in charge before executing the work & keep proper record of same.

Any verbal instruction given by Engineer-in-charge for executing work or any other items, which are not shown in drawing, the contractors will write the same & get the confirmation from Engineer in charge before execution. He shall also keep the proper record of the same. Cost of work executed on verbal instructions without confirmation in writing from consultant/ Employer will not be paid.

19. WATER AND ELECTRICITY

The Water and Power required for the work shall be arranged by the successful tenderer at their own cost.

20. INSURANCE AND LABOUR

Contractor shall at his own expense obtain and maintain an insurance policy with a Nationalized Insurance Company to the satisfaction of the Owner as provided hereunder.

20.1. EMPLOYEES STATE INSURANCE ACT

The Contractor agrees to and does hereby accept full and exclusive liability for the compliance with all obligations imposed by Employees State Insurance Act, 1948, and the Contractor further agrees to defend indemnify and hold Owner harmless from any liability or penalty which may be imposed by the Central, State or local authority by reason of any asserted violation by Contractor, or sub-contractor of the Employees' State Insurance Act, 1948 and also from all claims, suits or proceedings that may be brought against the Owner arising under, growing out of or by reason of the work provided for by this contract whether brought by employees of the Contractor, by third parties or by Central or State Government authority or any political sub-division thereof.

The Contractor agrees to file with the Employees State Insurance Corporation, the Declaration forms and all forms which may be required in respect of the Contractor's or sub-contractor's employee whose aggregate remuneration is within the specified limit and who are employed in the work provided or those covered by ESI Act under any amendment to the Act from time to time.

The Contractor shall deduct and secure the agreement of the sub-contractor to deduct the employee's contribution as per the first schedule of the Employee's State Insurance Act from wages and affix the employee's contribution cards at wages payment intervals. The Contractor shall remit and secure the agreement of the sub-contractor to remit to the State Bank of India, Employee's State Insurance Corporation Account, and the Employee's contribution as required by the Act.

Page 64: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

64

The Contractor agrees to maintain all records as required under the Act in respect of employees and payments and the Contractor shall secure the agreement of the sub-contractor to maintain such records. Any expenses incurred for the contributions, making contribution or maintaining records shall be to the Contractor's or sub-contractor's account.

The Owner shall retain such sum as may be necessary from the total contract value until the Contractor shall furnish satisfactory proof that all contributions as required by the Employees State Insurance Act, 1948, have been paid.

20.2. WORKMAN'S COMPENSATION AND EMPLOYEE'S LIABILITY INSURANCE

Provide Insurance for all the Contractor's employees engaged in the performance of this contract. If any of the work is sublet, the Contractor shall ensure that the sub-contractor provides workmen's compensation and Employer's Liability Insurance for the latter's employees who are not covered under the Contractor's insurance.

20.2.1. AUTOMOBILE LIABILITY INSURANCE

Contractor shall take out Insurance to cover all risks to Owner for each of his vehicles plying on works of this contract and these insurances shall be valid for the total contract period. No extra payment will be made for this insurance. Owner shall not be liable for any damage or loss not made good by the Insurance Company, should such damage or loss result from unauthorized use of the vehicle. The provisions of the Motor Vehicle Act would apply.

20.2.2. FIRE INSURANCE

Contractor shall within two weeks after award of contract insure the Works, Plant and Equipment and keep them insured until the final completion of the Contract against loss or damage by accident, fire or any other cause with an insurance company to be approved by the Employer/Consultant in the joint names of the Employer and the Contractor (name of the former being placed first in the Policy). Such Policy shall cover the property of the Employer only.

20.2.3. ANY OTHER INSURANCE REQUIRED UNDER LAW OR REGULATION OR BY

OWNER

Contractor shall also provide and maintain any and all other insurance which may be required under any law or regulations from time to time. He shall also carry and maintain any other insurance which may be required by the Owner.

The aforesaid insurance policy/policies shall provide that they shall not be cancelled till the Engineer-in-Charge has agreed to their cancellation.

The Contractor shall satisfy to the Engineer-in-Charge/Site-in-Charge from time to time that he has taken out all insurance policies referred to above and has paid the necessary

Page 65: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

65

premium for keeping the policies alive till the expiry of the defects liability period.

The contractor shall ensure that similar insurance policies are taken out by his subcontractor (if any) and shall be responsible for any claims or losses to the Owner resulting from their failure to obtain adequate insurance protections in connection thereof. The contractor shall produce or cause to be proceed by his sub-contractor (if any) as the case may be, the relevant policy or policies and premium receipts as and when required by the Engineer-in-Charge/Site-in-Charge.

21. SITE SUPERVISION / FACILITIES

21.1 The entire work will be carried out under the supervision of the authorized representative of the Owner, but this will not absolve the Contractors from his responsibilities for quality/period of execution of the work. ALL may at its discretion, engage a competent Third Party Inspectors or Manufacturers representative for supervision of the entire work. All the instructions issued by ALL Site Engineer and/or Third party Inspectors and/or Manufacturer Representative shall be complied by the contractor.

21.2 The successful tenderer shall arrange for a team of competent supervisors headed by site manager to be present at site at all times during the progress of the work, and shall be duly authorized to take instructions and execute them on his behalf.

In absence of required supervision, ALL shall engage supervisors after due notification /intimation. Supervision charges shall be debited against the Contractors immediate RA bill.

21.3 If the Progress of the work is not upto the expectation / planned level of the Owner, the Contractor shall be intimated to reinforce resources or work extra hours to cover / compensate the time loss. No additional claim shall be accepted by Owner for this reinforcement or extra working hours. If the progress of work is still not satisfactory, Owner shall advise the Contractor to enact to the shortfall. In case of failure to enact effectively, Owner reserves the right to curtail the scope / annul the Contract. The curtailment shall be with a 15 days’ notice to the Contractor to arrange appropriate Corrective Action. The annulment shall be done in case the Contractor fails to act effectively to the notice. The completed work according to Measurement sheets / SOR shall only be paid in such circumstances.

22. OBSERVANCE OF RULES AND REGULATIONS IN FORCE.

22.1The contractor and his men shall abide by all security, safety rules/regulations in force at a location and the laws, by-laws and statutes of Government/Semi-Government and other local authorities such as requirements/liability under enactments like the Workmen’s Compensation Act, Contract Labour Act., etc. and the Owner shall stand indemnified against any claims on these scores. The Contractor and his men shall

Page 66: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

66

strictly abide by “no smoking” and other petroleum regulations on the premises.

22.2 The Contractor shall conform to the provisions of acts at Parliament or State Legislatures and to say by-laws, rules, orders or notifications of any government Municipal or Local authority for the time being in force affecting the work undertaken by him and will give all necessary notices to and obtain requisite sanction and permits of and from the Municipal and any other authority in respect of the said work or the materials to be used there at and generally will comply with the building and other regulations of such authorities and will keep the Company indemnified against all claims, penalties and losses that may be incurred by it by reason of any breach by the Contractor of any statutes by-laws, rules, regulations, notifications etc.,

22.3 The contractor’ and the sub-Contractor(s) of the Contractor shall obtain authority(ies) designated in this behalf under any applicable law, rule or regulations (including but not limited to the factories act and contract labors (Abolition and regulations) act 1970 (in far as applicable any and all such license (s) consent (s), and/or other authorization (s) as shall from time to time to be or become necessary for or relative to the execution of one work or any part or portion thereof or the storage or supply or any material (s) or otherwise in connection with the performance of the contract, and shall at all times observe and ensure due observance by the sub-contractors, servants and agents of all terms and conditions of the said license (s), consent (s), regulations (s), and other authorization (s) and laws, rules and regulations applicable thereto.

22.4 The contractor undertakes to ensure due and complete compliance with all laws, regulations, rules etc. whether of the central government or the state government or any other competent authority applicable to the workmen employed or whose services are otherwise availed of by the contractor, whether in connection with the work at the site or otherwise. The owner shall have been right to inspect the records maintained by the contractor, shall whenever required by the owner produce such records and as and when the owner may all upon the contractor ascertain whether or not the requirements of all such laws, regulations, rules etc. have been compiled with by the contractor. In the event of any contravention of such laws, regulations, rules etc., coming to light whether as a results of such inspection or otherwise, the owner shall have the right to make the prejudice to his other rights be entitled to withhold from the amount payable to the workmen under any such laws, regulations or rules and to make payment thereof to the workmen. The owner shall also have in that event the right to terminate the contract with immediate effect and to exercise powers reserved to the owner under the contract as a result of termination.

22.5 The contractor shall be responsible at his own cost in and relative to performance of the work and contract to observe and to ensure observance by his sub-contractors, if any , agents and servants of the provisions of the safety goods, as hereinafter appearing and all fire, safety and security regulations, as may be prescribed by the

Page 67: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

67

owner from time to time and such other precautions and measures as shall be necessary and shall employ/deploy all equipment necessary to protect all works, materials, properties, structures, installations, communication facilities, whatsoever from damage, loss or any other hazard (including but not limited to fire and explosion) and shall during Contract and other operations minimize the disturbance and inconvenience to the owner, other contractors, the public and the adjoining land, property, crops, trees and vegetation and shall indemnify and keep indemnified the owner from all losses, damages, costs, charges, expenses, penalties, actions, claims, demand and proceedings whatsoever suffered or incurred by or against the owner, as the case maybe, by virtue of any loss, alternation, displacement, disturbance, destruction or accident to any works, materials, properties, structure, equipment, installations, communication facilities, land property, crops, trees and vegetation as aforesaid with the intent that the contractor shall be exclusively responsible for any accident, loss, damage, alteration, displacement, disturbance or destruction, as aforesaid resulting directly or indirectly from any breach by the contractor of his obligations, aforesaid or upon any operations, act or omission of the contractor, his subcontractor (s), if any, agent (s) or servant (s).

23. APPROVALS

It will be the successful tender’s responsibility to get the works approved and obtain all certificates for plumbing, electrical, civil works, etc. from local, municipal, governmental or other required authorities, where applicable.

24. SAFETY/SECURITY OF EQUIPMENT/PROPERTY

24.1 The responsibility for the safety, security of the components, materials, equipment brought or installed by the contractor or handed over to him by the owner for completion of the work will remain with him till acceptance of the work by the owner. Any damage caused to the material/equipment during the execution of the work will be made good by the contractor to have a guarantee /indemnity bond executed for the value of the material supplied to him free of cost as per the terms of agreement.

24.2 The contractor should ensure the safety of adjoining property and shall prevent any loss to product/ property resulting from his negligence.

25. DISMANTLING/DAMAGE TO PROPERTY

25.1 During execution of work if it is found necessary to dismantle a portion of existing bund wall, enclosure wall, compound wall, fencing, etc. to facilitate the movement of materials and equipment, the same shall be carried out after obtaining permission in writing from owner’s authorized representative and shall also be made good by the contractor at his own cast.

25.2 Any material obtained by the contractor consequent upon dismantling of any building,

Page 68: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

68

structure or construction whatsoever at the job site other than any building, structure or construction dismantled by the contractor pursuant to the contractor’s liabilities for defects as elsewhere herein provided, shall be exclusive property of the owner.

25.3 Contractor shall be responsible for making good to the satisfaction of the owner any loss of and any damage to all structures and properties belonging to the owner any loss of any damage to all structures and properties belonging to the owner or being executed or procured or being procured by the owner or of other agencies within the premises of all the work of the Owner, if such loss or damage is due to fault and/or the negligence or willful acts of omission of the contractor, his employees, agents representative or sub-contractor.

25.4 The Contractor shall indemnify and keep the Owner harmless of all claims for damage to property other than Owner’s property arising under or by reason of this agreement, if such claims results from the fault and/or negligence or willful acts or omissions of the Contractor, his employees, agents, representative or sub-contractor.

26. WORKING CONDITIONS-SAFETY CODE

26.1. General

Contractor shall adhere to safe construction practice and guard against hazardous and unsafe working conditions and shall comply with Owner’s safety rules as set forth herein.

26.2. First aid and Industrial Injuries

Contractor shall maintain first aid facilities for its employees and those of its sub-contractors. a) Contractor shall make outside arrangements for ambulance or suitable service and for

the treatment of industrial injuries. Names of those providing these services shall be furnished to Site-in-Charge prior to start of construction, and their telephone numbers shall be prominently posted in Contractor’s field Office.

b) All critical industrial injuries shall be reported promptly to Site-in-Charge, and a copy of Contractor’s report covering each personal injury requiring the report covering each personal injury requiring the attention of a physician shall be furnished to Owner.

26.3. General Rules

Carrying/striking of matches, lighters and smokers inside the hazardous area, is strictly prohibited. Violators of the No Smoking Rules shall be discharged immediately. Within the operation area, no hot work shall be permitted without valid gas/safety/fire permits issued by the Owner. The contractor shall be held liable and responsible for all lapses of his sub-contractors employees in this regard.

Page 69: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

69

26.4. Contractors Barricades

a) Contractor shall erect and maintain barricades required in connection with his operations to guard to protect:

i. Excavations. ii. Hoisting areas

iii. Areas adjusted by contractor’s or Owners inspectors iv. Owner’s existing property liable to damage by contractor’s operations, in the

opinion of Owner/site-in-charge.

b) Contractor’s employees and those of his sub-contractors shall become acquired with owner’s barricading practice and shall respect the provisions thereof.

c) Barricades and hazardous areas adjacent to but not located in normal routes of travel shall not be marked by red flasher lanterns at night.

26.5. Scaffolding

a) Suitable scaffoldings shall be provided for workmen for all works that cannot safely be done from the ground or from solid constructions except such short period work, as can be done safely from ladders. When a ladder is used, an extra worker shall be engaged for holding the ladder and if the ladder is used for carrying materials as well as suitable foot-holds and hand-holds shall be provided on the ladder and the ladder shall be given an inclination not steeper than 1 in 4 (a horizontal and 4 vertical).

b) Scaffolding or staging more than 30cm above the ground or floor swing or suspended from an overhead support or erected with stationary support shall have a guard rail properly attached, bolted braced and otherwise rewarded at least 1 m high above the floor or platform of scaffolding or staging and extending along the entire length of the outside and ends thereof with only such openings as may be necessary for the delivery materials. Such scaffoldings or staging shall be so fastened, as to prevent it from swaying from the building structure.

c) Working platform, gangways and stairways should be so constructed that they should not sag unduly or unequally and if the height of the platform or the gangway or the stairway is more than 30 cm above ground level or floor level, they should be closely boarded, should have adequate width and should be suitably fastened as described above.

d) Every opening in the floor of a building or in a working platform is provided with suitable beam to prevent the fall of persons or materials by providing suitable fencing or failing whose minimum height shall be 1 meter.

e) Safe means of access shall be provided to all working platform and other working places. Every ladder shall be securely fixed. No portable single ladder shall be over 10 meter in lengths, while the width between the side rails in ring ladder shall in no case

Page 70: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

70

be less than 30 cm for ladder upto and including 3 meters in length. For longer ladders this width should be increased by at least 6mm for spacing shall not exceed 15 cm. adequate precautions shall be taken to prevent danger from the electrical equipment. No material on any of the site of work shall be so staked or placed as to cause danger or inconvenience to any person or public. The contractor shall also provide all necessary fencing and lights to protect the workers and staff from accidents, and shall be bound to bear the expenses of defense of every suit, action or other proceedings, at law that may be brought by any person for injury sustained owing to negligence of the above precautions and to pay damages and costs which may be awarded in any such suit or action or proceedings to any such persons, or which may be with the consent of the contractor be paid to compromises any claim by such person.

26.6. Excavation and Trenching

a) All trenches 1.3 meter or more in depth shall all times be supplied with at least one ladder for each 33 meter length of trench or fraction thereof.

b) Ladder shall be extended from bottom of the trench to at least 1 meter above the surface of the ground. The sides of the trenches which are 1.5 meter or more in depth shall be stepped back to give suitable slope or securely held by timber braking, so as to avoid the danger of sides to collapse. The excavated material shall not be placed within 45 cm of the edge of the trench or half of the trench depth whichever is more. Cutting shall be done from top to bottom. Under no circumstances undermining or undercutting shall be done.

26.7. Demolition

a) Before any demolition work is commenced and also during the process of the work, all roads and open area adjacent to the work site shall either be closed or suitably protected.

b) No electrical cable or apparatus which is liable to be source of danger over a cable or apparatus used by operator shall remain electrically charged.

c) All practical steps shall be taken to prevent danger to persons, employees, from risk or fire or explosions or flooding. No floor or other part of the building shall be so overloaded with debris or material to render it unsafe.

26.8. Safety equipment

a) All necessary personal safety equipment as considered adequately by the Site-in-Charge should be made available for the use to the persons employed on the site and maintained in a condition suitable for immediate use, and the Contractor should take adequate steps to ensure proper use of equipment by those concerned.

b) Workers engaged in white washing in mixing or stacking of cement bags or any materials which are injurious to the eyes shall be provided with protective goggles.

Page 71: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

71

c) Those engaged in welding and cutting works shall be provided with protective face and eye-shields, hand gloves etc.

d) Workers employed on mixing asphaltic materials, cement and lime mortars shall be provided with protective footwear and protective gloves.

e) Stone breakers shall be provided with protective goggles and protective clothing, and seated at sufficiently safe intervals.

f) When workers are employed in sewers and manholes, which are in use, the Contractor shall not employ men and women below the age of 18 years and women on the work of painting of products containing lead in any form, Whatever men above the age of 18 years are employed on the work of lead painting, the following precautions should be taken.

g) No paint containing lead product shall be used, except in the form of paste or ready-made paint.

h) Suitable face masks shall be supplied for use by the workers, when paint is applied in the form of spray or a surface having lead paint dry, rubbed and scrapped.

i) Suitable face masks shall be supplied for use by the workers, when paint is applied in the form of spray or a surface having lead paint dry, rubbed and scrapped.

j) Overall shall be supplied by the Contractor to the workmen and adequate facilities shall be provided to enable the working painters to wash during the on cessation of work.

k) Hot work should be carried out only in the areas earmarked for the purpose after taking required safety precautions and only after obtaining written permission form the Site-in-Charge. Any provision required to be made e.g wind screens of G.I sheets etc. to make the area safe for hot work, will be made by the successful tendered at his own cost.

26.9. Risky Places

When the work is done near any place where there is a risk of drowning all necessary safety equipment shall be provided and kept ready for use and all necessary steps taken for prompt rescue of any person in danger and adequate provision should be made for prompt first aid treatment of all injuries likely to be sustained during the course of the work. 26.10. Hoisting Equipment

a) All the lifting tools and tackles shall be tested from competitive authority as per local Factory Rules.

b) Use of hoisting machine and tackle including their attachments, anchorage and

Page 72: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

72

supports shall conform to the following standards or conditions. c) These shall be of good mechanical construction, sound materials, and adequate

strength free from patent defect and shall be kept in good conditions and in good working order.

d) Every rope used in hoisting or lowering materials or as a means of suspension shall be durable quality and adequate strength and free form patent defects.

e) Every crane driver of hoisting appliance operator shall be properly qualified and no person under the age of 21 years should be in charge of any hoisting machine including any scaffolding, winch or give signals to the operator.

f) In case of every hoisting machine and of every chain ring hook, shackle swivel and pulley block used in hoisting or lowering or as means of suspension the safe working load shall be ascertained by adequate means. Every hoisting machine and all gear referred to above shall be plainly marked with the safe working load and the conditions under which it is applicable shall be clearly indicated. No part of any machine or any gear referred to above in this paragraph shall be loaded beyond the safe working load except for the purpose of testing.

g) In case of departmental machine, the safe working load shall be notified by the Site-in-Charge. As regards, Contractor’s machines, the Contractor shall notify the safe working load of the machine to the Site-in-Charge, whenever he brings any machinery to site of work and get it verified by the Site-In-Charge, concerned.

26.11. Electrical Equipment

Motors, gear transmission, electric wiring and other dangerous parts of hoisting appliances shall be provided with efficient safeguards. Hoisting appliances should be provided with such means as will reduce to the minimum the risk of accidental descent of the load; adequate precautions shall be taken to reduce to the minimum the risk of any part of a suspended load becoming accidentally displaced. When workers are employed on electrical installations which are already energized, insulation mats, wearing apparel, such as gloves and boots as may be necessary shall be provided. The workers shall not wear any rings, watches and carry keys or other materials which are good conductors of electricity.

26.12. Maintenance of Safety devices

All scaffolding, ladders and other safety devices mentioned or described herein shall be maintained in safe conditions and no scaffold, ladder or equipment shall be altered or removed while it is in use. Adequate washing facilities should be provided at or near place or work.

26.13. Display of safety instruction

Safety provisions should be brought to the notice of all concerned by display on a notice board at a prominent place at the work-spot. The person responsible for compliance of

Page 73: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

73

the safety code shall be named therein by the Contractor.

26.14. Inspection and Monitoring

To ensure effective enforcement of the rules and regulations relating to safety precautions, the arrangements made by the Contractor shall be open to inspection by the Site-in-Charge.

26.15. No exemption

a) Notwithstanding the above Clauses 20.1 to 20.14, there is nothing in these to exempt the Contractor from the operations of any ACT or rules in force.

b) The works throughout including any temporary work shall be carried out in such a manner as not to interfere in any way whatsoever with the traffic on any roads or footpaths, at the site or in the vicinity thereto or any existing works, whether on the property of a third party.

c) No men/material equipment not covered by valid passes shall be permitted within the Project area and no material/equipment shall be permitted to be taken out of the Project area, unless authorized by the concerned authorities of the Project. The Contractor shall be held fully responsible for any or all delays/looses/damages that may result consequent on any lapse that may occur on the part of his sub-Contractors/employees in this regard.

27. MISCONDUCT/MISBEHAVIOUR OF CONTRACTORS EMPLOYEES

27.1. The Contractor is expected to co-operate/co-ordinate with other Contractors carrying out work allocated to them so as to avoid breaking up of work already done by them or causing any hindrance in the progress of their work. In case there is any difficulty/dispute the same should be immediately brought to the notice of the Site-in-Charge.

27.2. If an whenever the Contractors or Sub-Contractors employees, shall in the opinion of the Site-In-Charge be guilty of any misconduct of misbehavior the Contractor if so directed by the Site-in-Charge shall at once, remove such person/persons from the employment.

27.3. The ignorance or the inefficiency of contractor’s employees to meet the quality standard shall be the liability of the Contractor. The Employer may claim expulsion of such employees too and the Contractor shall abide by the same.

28. PATENTS AND ROYALTIES

28.1. If any requirement, machinery or material to be used or supplied or method of processes to be practices or employed in the performance of the Contractor is/are covered by a patent under which the Contractor is not licensed, the Contractor shall before supplying of using the equipment, machinery, materials, methods, processes,

Page 74: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

74

as the case may be, obtain such license (s) and pay such royalty (ies) and license fee (s) as may be necessary in connection with the performance of the contract. In the event that the Contractor fails to pay such royalty or obtain such license, the Contractor will defend at his own expense any suit for infringement of patent, which is brought against the Contractor to the owner, as a result of the failure, and shall pay any damage and costs awarded in such a suit and will keep the Owner indemnified form the against all other consequences thereof.

28.2. The successful tenderer shall not sublet or assign any part of the work to another party without prior written consent of the owner. In any event, the successful tenderer will be solely responsible for the work so sublet or assigned.

29. GURANTEE PERIOD, REPLACEMENT OF DEFECTIVE PARTS

29.1. PERFORMANCE GUARANTEE

The Contractor shall guarantee the work done against any defect in the performance, until the Defect Liability Period which is a period of 12 (Twelve) calendar months from commissioning or 18 (Eighteen) calendar months from supply and application, whichever is earlier.

29.2. WARRANTY

The Contractor will repair all identified defects which shall be notified to him in writing until completion of the “Guarantee Period”. The Contractor immediately on notification shall arrange for repairs within 7days of intimation.

29.3. GUARANTEE TEST PROCEDURE

The guarantee test shall be carried out when plant is fully operative. The surface temperature, reading shall be taken at six points per pipe line and at each point it shall be taken on all four sides in top, bottom, left side and right side. The above reading shall be taken at 2 hours intervals and shall be taken for 18 hours starting from 11 a.m. in the morning.

Simultaneously ambient temperature shall be taken as per IS: 14164

A graph shall be plotted between ambient and surface temperature reading. From this graph the surface temperature against ambient temperature shall be found out.

The ambient and surface temperature shall be measured by the instrument provided by the contractor. The instrument shall be calibrated to the satisfaction of owner/consultant.

The contractor is required to guarantee the surface temperature of 600 C (max.) for equipment and piping in case of Hot Insulation. For cold insulation of equipment and

Page 75: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

75

piping, the difference between skin temperature and ambient temperature shall not exceed 20 deg. C.

Ambient temperature and surface temperature shall be measured by duly calibrated instruments provided by CONTRACTOR.

The CONTRACTOR shall undertake immediate replacement of insulation material damaged in transit, storage or application.

29.4. GUARANTEE

All Materials & Equipment supplied and work done by the Contractor pursuant to the Contract shall be guaranteed by the Contractor to be in accordance with the specifications contained in the contract, new and of the best quality and workmanship and to be of expert design conforming to generally accepted Indian/International standard to be of sufficient size and capacity and of proper materials so as to fulfill in all respects requirements specified in regard thereto.

If at any time during the execution of the work or during the maintenance period specified hereof, the Owner/Consultant shall decide that any equipment supplied or work done by the contractor fails in any respect to conform to the guarantees given by the contractor in paragraph (a) hereof, the Owner/Consultant may as soon as reasonably practicable, give the contractor a notice in writing of the respects in which the equipment supplied or the work fails to conform to the such guarantee and the contractor shall thereupon, at his own expense, replace any equipment and carry out any further work that may be necessary to ensure that the equipment supplied and the work done conforms to such guarantee.

If the contractor fails within a reasonable time not exceeding 15 days from the date of notice in this behalf from the Owner/Consultant to take such steps as may be necessary to fulfill his obligations under paragraph (b) hereof then the Owner/Consultant may, at the expense of the contractor shall conform to such guarantee.

If any replacement of equipment or the work done by the contractor pursuant to this article shall be of such a nature as to effect the efficiency or performance of the whole or any portion thereof, Owner/Consultant may give notice to the contractor in writing requiring that a test or tests shall be carried out at the expense of the contractor and in accordance with the technical standards prescribed by Bureau of Indian Standards.

Page 76: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

76

29.5. MAINTENANCE PERIOD FOR ALL WORKS

The contractor guarantees that the work shall perform in accordance with the contract. He shall protect the work until the completion of same as certified in writing by the owner/consultant.

He shall also maintain in good and substantial repair, fair wear and tear expected, the whole of the works until the expiration of the maintenance period of 12 months after the certified completion of the works as whole and he shall also be liable for the soundness and stability thereof, and be responsible for injury to any person or property owing to any settlement, failure, defect, damage or fault due to any cause whatsoever other than earthquake or fire during this period. This liability and responsibility shall not be affected or removed by any certificate of satisfaction or for payment of money which the owner/consultant may at any time give or have given. Moreover, the contractor shall at his own cost, restore such settlement, failure, defect, damage or fault without charge to the owner or the owner may restore such settlement; failure, defect or damage at the contractor’s risk and cost.

Page 77: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

77

In any case, the contractor shall be liable for and shall pay and make good to the owner or other person or parties being entitled thereto, all losses, costs and expenses they or any of them may put to or be liable to be by reason or in consequence of the settlement, failure, damage or defect and the owner may deduct the amount of losses, cost or expenses from any sum due or to become due to the contractor, or may recover the same from his performance guarantee.

The defects or other faults which may appear within the said maintenance period and which in the opinion of the owner/consultant who shall be the sole deciding authority in this respect have arisen from material or workmanship not in accordance with the contract, shall be rectified by the contractor at his own cost to the satisfaction of the owner/consultant within the period mentioned in the notice to be issued by the owner/consultant specifying the defects and directing the rectification thereof. Failing this rectification the owner will be at liberty to rectify the said defects by and through any other agency at their sole discretion entirely at the risk and cost of the contractor. In the event of such rectification being carried out by the owner on default of the contractor Owner shall deduct from the contractor’s dues such sum of money as may be certified by the owner/consultant for the rectification for the said defects. The certificate of the owner/consultant in this respect as aforesaid shall be final, binding and conclusive to the contractors, Provided always that the liability of the contractor under this condition shall not extend beyond the maintenance period as aforesaid except as regards the defects and faults which the owner/consultant may have previously given notice to the contractor to rectify.

30. CORRESPONDANCES

The Communication Circle shall be identified in the Contract. However for pre-bid / post-bid clarifications, a meeting may be requested or Email may be sent to [email protected]

The request for extension, if furnished may be evaluated only on similar request from other bidders. If the request is found relevant, the closing date may be extended. Else, we may request adherence to the closing date in the Tender.

However, these entire requests shall be done only through approved communication channel.

31. DOCUMENTATION

ISSUE OF DRAWINGS: Drawings approved for construction will be issued to the contractor progressively during the contract period not more than 10 days in advance and the contractor shall arrange for the execution of the works & the procurement of materials accordingly.

Page 78: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

78

COPIES OF DRAWINGS TO BE KEPT AT SITE Three copies of the drawings furnished to the contractor as aforesaid shall be kept at the site and the same shall at all reasonable times be available for inspection & use by the Consultants or his representative & by any other person authorized by the Consultants in writing.

OWNERSHIP OF DRAWINGS: All drawings supplied to the contractor are deemed to be the property of the Owner. The contractor agrees both on behalf of himself & his employees, & sub-contractors, whether during or after completion of the contract not to divulge or use, except for the purpose of this contract, & information contained in the drawings. All the drawing should be returned to employer after completion of site activity.

EXECUTION AS PER DRAWINGS The contractor must not vary or deviate from the drawings in any respect while executing the work or executing any extra work of any kind whatsoever unless authorized by the Employer.

All as built drawings and markers at ground levels to be done by the contractor at no extra cost.

All these plans and drawings submitted by the contractor and approved by the Consultants/Clients shall become part of the contract.

ROYALTIES AND PATENT RIGHTS All royalties or other sums payable in respect of the supply and use in carrying out the work as desired by or referred to in the schedule of quantities of any patented articles, process or inventions shall be deemed to have been included in the contract sum and the contractor shall indemnify the Employer from and against all claims, proceedings, damages, costs and expense which may be brought or made against the Employer or to which he may be put by reason of the contractor infringing or being held to have infringed any patent rights in relation to any such articles, process and inventions.

SITE COMMUNICATION All references, communications, correspondences made by the Employer, the Consultant, the consultant's representative or the contractor concerning the works shall be in writing and no reference, communication, or complaint which is not in writing, shall not be recognized. Verbal advises may be followed, however the same shall be documented.

Page 79: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

79

32. PROGRESS REPORTS

The successful tenderer shall submit to the Office which has awarded the contract periodic progress report like daily, weekly and monthly of his works.

33. FORMAT FOR BANK GURANTEE

The successful tenderer will have to furnish to the Owner the following Bank Guarantees as applicable in the Proforma enclosed:

a) Proforma of Bank Guarantee for Performance – Annexure I

34. ARBITRATION

a) Any dispute or difference of any nature whatsoever any claim, cross claim, counter-claim or set off of the Corporation against the Contractor or regarding any right, liability, act, omission or account of any of the parties hereto arising out of or in relation to this agreement shall be referred to the Sole Arbitration of the CEO, Aegis Logistics Limited, or to an Officer of the Company who may be nominated by the CEO. The Contractor will not be entitled to raise any objection to any such Arbitrator on the ground that the Arbitrator is an Office of the Company or that he has dealt with the matters to which the contract relates or that in the course of his duties as an Officer of the Company he had expressed views on all or any other matters in dispute or difference. In the event of the Arbitrator to whom the matter is originally referred being transferred or vacating his Office or being unable to act for any reason, the CEO as aforesaid at the time of such transfer, vacation of Officer of inability to act may in the discretion of the CEO designate another person to act as Arbitrator in accordance with the terms of the agreement to the end and intent that the original Arbitrator shall entitled to continue the Arbitration proceedings notwithstanding his transfer or vacation of office as an officer of the Corporation if the Vice President LPG does not designate another person to act as Arbitrator on such transfer, vacation of officer or inability of original Arbitrator. Such persons shall be entitled to proceed with the reference from the point at which it was left by his predecessors. It is also a term of this contract that no person other than the CEO or a person nominated by such CEO of the Company as aforesaid shall act as Arbitrator hereunder. The award of the Arbitrator appointed shall be final conclusive and binding on all parties to the agreement subject to the provisions of the Arbitration Act., 1940 or any statutory modification on re-enactment thereof and the rules made there under for the time being in force shall apply to the arbitration proceedings under this clause.

b) The award shall be in writing and published by the Arbitrator within two years after entering upon the reference of within such extended time not exceeding further twelve months as the Sole Arbitrator shall by writing under his own hands appoint. The parties

Page 80: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

80

hereto shall be deemed to have irrevocable given their consent to the Arbitrator to make and publish the award within the period referred to hereinabove and shall not be entitled to raise any objection or protest thereto under any circumstances whatsoever.

c) The Arbitrator shall have power to order and direct either of the parties to abide by, observe and perform all such directions, as the Arbitrator may think fit having regard to the matters in difference i.e. dispute before him. The Arbitrator shall have all summary powers and may take such evidence oral and/or documentary, as the Arbitrator in his absolute discretion thinks fit and shall be entitled to exercise all powers under the Indian Arbitration Act 1940 including admission of any affidavit as evidence concerning the matter in difference i.e. dispute before him.

d) The parties against whom the arbitration proceedings have been initiated, that is to say, the respondents in the proceedings, shall be entitled to prefer a cross-claim, or set off before the Arbitrator in respect of any matter in issue arising out of or in relation to the agreement without seeking a formal reference of arbitration to the CEO for such counter-claim, cross claim or set off and the Arbitrator shall be entitled to consider and deal with the same as if the matters arising there from has been referred to him originally and deemed to form part of the reference made by the CEO.

e) The Arbitrator shall be at liberty to appoint, if necessary any accountant or engineering or other technical person to assist him, and to act by the opinion so taken.

f) The Arbitration shall have power to make one or more awards whether interim or otherwise in respect of the dispute and difference and in particular will be entitled to make separate awards in respect of claims or cross-claims of the parties.

g) The arbitrator shall be entitled to direct any one of the parties to pay the costs of the other party in such manner and to such extent as the Arbitrator may in his discretion determine and shall also be entitled to require one or both the parties to deposit funds in such proportion to meet the Arbitrators expenses whenever called upon to do so.

h) The parties agree that the courts in the city of Mumbai alone shall have jurisdiction to entertain any application or other proceedings in respect of anything arising under this agreement and nay award or awards made by the Sole Arbitrator hereunder shall be filed in the concerned courts in the city of Mumbai only.

35. TENDER CHECKLIST

Technical Bid Checklist:

Balance Sheet as specified.

Previous Similar projects Details/Certificate of Controls copies issued by TPIA.

JV Details if Applicable for previous Projects.

JV/Consortium Details for this tender identifying Principle Bidder, if applicable.

Page 81: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

81

Deviation List, as applicable

Copies of ISO/OSHAS/other accreditations as applicable.

Form A-E

Commercial Bid Checklist:

Price Bid

Quality Assurance Plan / Field Quality Plan

Power of Attorney of the signatory to the tender.

Project Schedule – MS Project.

List of Exceptions and Deviations

Solvency Certificate.

Page 82: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

82

SECTION B

SCHEDULE OF RATES

FOR

TENDER FOR FABRICATION & ERECTION OF JETTY PIPELINE WORK AT HALDIA PORT

OF

AEGIS LOGISTICS LTD.

HALDIA

Page 83: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

83

GENERAL The BIDDER shall note that the quantities in different part and of the different items, as

given in the “Schedule of Rates” are tentative based on tentative tender drawings and are

subject to variation and they shall not be entitled to claim any extra or compensation on this

account.

Owner/Consultant does not give any guarantee work under each item of the Schedule of

Rates. Quantum of individual item may vary to any extent; however the total quantum of

work may vary up to ± 25% of the total awarded contract value and on this account: no

variation of quoted rates of items will be permissible. Payment of bills shall be made on

actual measurements on quantities of work done.

The “Schedule of Rates” have been divided in 02 (two) parts, which also includes for

Unloading/Transportation, modification/ fabrication/erection work of above ground

Pipeline works as defined in scope of work and Technical specification and specified

elsewhere in this ITB.

i) Part – A Fabrication, welding and erection of pipelines & supporting

structure/bridge etc.

ii) Part – B : Civil work for pipeline/bridge support/pedestals

Page 84: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

84

PART-A

PREAMBLE

TO

SCHEDULE OF RATES

FOR

PIPELINE FABRICATION & ERECTION WORKS

AT

AEGIS LOGISTICS LTD

HALDIA

Page 85: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

85

TABLE OF CONTENTS

Sl. No. DESCRIPTION

1.0 PREAMBLE TO SCHEDULE OF RATES

2.0 SCHEDULE OF RATES

Page 86: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

86

PREAMBLE TO SCHEDULE OF RATES Schedule of Rates is to be read in conjunction with all the sections/sub-sections or

Part of this contract document. The rates shall be applicable for all floors, heights and

depths: -

i. Pre-fabrication of piping shall be done on covered and paved floor area. The flooring

shall be made available by Contractor during mobilisation period on his own cost.

ii. This being an item rate contract, the unit rate shall prevail, does any dispute arise. In

the event of unit rate being different in figures & words, the unit rate in words shall

be taken as final. Correction, if any required, in the figures /total lump-sum price

written by the bidders will be done for evaluation and arriving at the Contract Value.

iii. Owner/Consultant reserves the right to interpolate or extrapolate the rate for any

item from the rates available for similar work in the Schedule of Rates.

iv. Whenever it is mentioned in the specifications that the Contractor shall perform

certain work or provide certain facilities/materials or certain item or activity is in

Contractor’s scope of services it is understood that the Contractor shall do so at his

cost within the item rates unless expressly stated otherwise.

v. The unit rates of fabrication and erection of piping/valves/supports/on-line

instruments / etc., shall also cover welding of dissimilar materials wherever required

and nothing extra shall be payable on this account.

vi. Unit rates shall include the cost of labor, supervision, and consumables, cost towards

providing necessary tools and tackles, and providing all the required facilities for

execution and inspection, testing, statutory approval, guarantees etc. as per Scope of

work and Technical Conditions etc. listed in ITB.

vii. Rates shall cover any expenses arising from Contractor's own choice where these

choices are permitted by technical specifications.

viii. Bidder should quote balanced rates for all items. If any bidder quoted low rate for

any item and the bid is accepted by OWNER and order placed, no request for any

compensation on this account shall be entertained at a later date.

Page 87: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

87

ix. If gratings are cut, then the galvanizing of affected areas shall be repaired by cold

zinc spraying within the quoted rates. The thickness of galvanizing shall be 80

microns.

x. Rates for similar type of work quoted under various sub-clauses must be same.

However, if any contractor quotes different rates for similar work, the lowest rate

shall be used for evaluation and payment purpose.

xi. The portion, which is under "HOLD" shown in the approved drawing or the

portion, which would be brought under "HOLD" during execution on account of

coordinating different activities of other working agencies shall be taken up by the

contractor to execute only after the said "HOLD" is withdrawn. The Contractor on

this account shall not be entitled to claim for any compensation.

xii. All activities related to pre-commissioning and commissioning such as cardboard

blasting / steam blowing etc is deemed to be covered in the quoted rates for

fabrication and erection of piping. Moreover, all cost related to fabrication of spool

pieces / jump over, temporary blinds, blow stacks etc are also deemed to be covered

in the quoted rates for piping. In addition, dismantling / boxing up of manhole

covers, dropping / reinstallation of valves etc as per instruction of Owner /

Consultant are also covered in the quoted rates.

xiii. The quantities and items of work given in schedule of rates are tentative and

approximate. The Owner reserves the right to order variation of works during the

currency of the contract upto plus/minus 25% ( Twenty Five Percent) of the

contract value. The variation of work may be that the quantity of individual item of

work may vary upto any extent; and /or any item may be deleted altogether; and /

or any extra item may be added etc. The contractor shall not be entitled to any claim

whatsoever on account of any variation in the quantities and/or omission/deletion

of items from/to the schedule of rates as long as the contract value finally

determined on the basis of the certified final quantities and the contract item rates is

within the stipulated variation of ± 25% (Twenty Five Percent) of the original

contract value. The quoted rates shall remain firm for contract completion period.

xiv. The pre-fabricated piping and structural shall be shifted at painting Contractor’s

painting yard and bring back to erection site after painting nothing extra is payable

for this activities.

Page 88: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

88

xv. Contractor shall have to prepare the hydro test pack file before doing hydro testing

of pipelines completed in all respect with reference to different stages of inspection,

NDT and PWHT reports.

xvi. Preparation of "AS-BUILT" construction drawings incorporating all approved

changes at site shall be in contractor's scope of work and it shall be considered

included in appropriate unit price items.

xvii. The rates quoted for modification of vessels/towers are inclusive of cutting, erection,

PWHT, SR, Pre Heating & any other NDT requirements and removal of temporary

blinds in the connected nozzles, for vessel entry purpose. The material shall be

provided on free issue basis.

xviii. The prices quoted in SOR shall be inclusive of mobilization and demobilization

charges.

Page 89: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

89

SCHEDULE OF RATES

FOR FABRICATION & ERECTION OF PIPELINE WORKS

(PART-A)

Page 90: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

90

2.0 FABRICATION & ERECTION OF PIPING Transportation of all free issue pipeline materials from Owner ’s storage point to work site/shop including from shop to work site, cleaning, stacking, prefabrication / fabrication at shop and/or site including marking, cutting, edge preparation, beveling, bending, etc., providing all branch connections, reinforcement pads, threading etc., welding of all fitting and specials, erection including lifting, placing, installing of supports etc. at all levels and locations, leveling, aligning, jointing of flanges including insertion of gaskets, orifice plates, spectacle blinds etc., bolting, joining by threading or welding, connecting the system to the required other system, equipment, pumps, including hook up of new lines with existing lines, and welding of Tie-in points as per doc. installation of all in line fittings / all type of valves / Instruments / strainers / filters / spray nozzles / traps, safety / control valves rapture disc, flow meters, flow orifice etc. as applicable including shifting to & collection from painting contractor s’ shop for erection, hydro testing, flushing and blowing, seal/leak testing and making ready for commissioning as per drawings, specification ,standards ,codes, instructions of Owner/Consultant and scope of work defined in Tender. Welding shall include all the examination and testing required such as but not limited to radiography, ultrasonic, magnaflux /dye check etc. . The cost towards radiography shall be paid separately as per SOR Cl. 6.0 respectively. Unit rates shall include the cost of supervision, labor, overheads/profits, consumables, and other associated arrangements required to execute all the related activities. The quoted rates shall include seal welding of thermocouples, Orifice flange plug, nipple, and hydro testing drain and vents caps.

Page 91: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

91

SN

Description

UNIT

Tentative

Qty.

Total

Quantity

UNIT RATE IN

(Rs.) Total

amount

(Rs.) NB O.D. SCH./THK

Fig. Words

A. PIPE: API 5L GR.B/ASTM A106-B SMLS

i) 1” 33.1 Sch.80 Mtr. 80 80

B. PIPE: ASTM A 333 - GR.6 SMLS

ii) 1” 33.4 Sch. 80 Mtr. 15 15

iii) 2” 60.3 Sch. 40 Mtr. 150 150

iv) 12” 323.9 Sch. 30 Mtr. 13000 13000

TOTAL of 2.0 RS.

Page 92: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

92

3.0 PRE-FABRICATED PIPING

a) ERECTION OF PREFABRICATED PIPING /PIPELINE

Transportation of prefabricated spools from Owner/ Consultant’s storage point to work site/shop including from shop to work site, cleaning, stacking, collecting from painting Contractor’s shop, erection by bolting/screwing, welding, supporting (Technical Specification Cl. 1.4.2), hydro-testing, flushing & blowing, seal/leak testing and ready for commissioning as per drawings, specifications, standards, codes, instructions of Owner/Consultant and scope of work defined in Tender.

Bidders shall quote the erection rate in Rupees per M.T.; include the cost of labor, supervision, overheads/profits, and temporary supports wherever required. Materials which are in Contractor’s scope, consumables, conditions listed in preamble to Schedule of Rates and other associated arrangements required to execute all the related activities. For all field joints welding in piping > 2" NB, welding activity shall be paid as per SOR Cl. No. 3.0. b. However, piping with flange joint connection payment shall be made on tonnage basis as per Cl. No. 3.0. a (A & B).

The prefabricated spools may be supplied in 100 mm extra at each field weld joints for adjustments. Cutting of extra length on prefabricated spools as per site requirement, beveling and edge preparation as per standard shall also be included as part of this activity.

SL

NO Description UNIT Total Quantity

UNIT RATE IN (Rs.) Total

amount (Rs.) Fig. Words

A. PIPING ≤ 2" SIZE

1 Carbon Steel MT. 0.2

2 Carbon Steel (LTCS) MT. 0.2

B.PIPING > 2" SIZE

1 Carbon Steel MT. 0.2

2 Carbon Steel (LTCS) MT. 0.2

TOTAL of 3.0 A RS.

Page 93: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

93

b) FIELD WELDING OF PRE-FABRICATED PIPING JOINTS:

The field welds for piping shall be as indicated below and in the scope of this Contract shall be done as per markings on drawings. Welding shall include all examination and inspection required, such as but not limited to radiograph, ultrasonic, magnaflux/dye check etc. and pre and post weld heat treatment wherever required. The cost towards radiography shall be paid separately as per Schedule of Rates Cl.6.0. Rates shall also include the cost of supervision, labour, overloads/profits, materials which are in the Contractor's scope. Consumables, conditions listed in preamble to Schedule of Rates and other associate arrangements required executing all the related activities. The rates quoted shall be per joint basis.

SL

NO

Description UNIT Qty.

UNIT RATE IN (Rs.) Total

amount (Rs.) NB SCH./THK Fig. Words

A) PIPE MATERIAL: CARBON STEEL

1 1" Sch. 80 No. of joints 1

2 2" Sch. 40 No. of joints 1

3 12" Sch. 30 No. of joints 1

B) PIPE MATERIAL : CARBON STEEL (LTCS)

1 1" Sch. 80 No. of joints 1

2 2" Sch. 40 No. of joints 1

3 12" Sch. 30 No. of joints 1

TOTAL OF 3.0 B = RS.

Page 94: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

94

4.0 ERECTION OF VALVES

Transportation from Owner/ Consultant's storage points to shop/site, (including testing and setting of safety valves but excluding testing of control valves which shall be issued from Owner/ Consultant's stores or instrument contractor's shop/stores), installation in position by threading, bolting or welding as per drawings, specifications, standards / codes, instructions of Owner/Consultant and scope of work defined in NIT. Welding shall include all the examination and inspection required such as but not limited to radiography, ultrasonic, magnaflux, dye check etc., pre and post heat-treatment wherever required. The cost towards radiography shall be paid separately as per Cl. 6.0 of Schedule of Rates, whereas the cost of all other tests is included in the rates quoted as per Cl. 2.4 of Schedule of Rates. Rates shall also include the cost of supervision, labor, Overhead / profits, consumables, statutory approval and conditions listed in preamble to Schedule of Rates and other associated arrangements required to execute all the related activities.

The quoted rates shall also include tightening of gland packing and bonnet flange of valves if required during hydro-testing of piping.

Page 95: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

95

SL

NO Description UNIT Qty.

Total

Quantity

UNIT RATE IN

(Rs.) Total

amount

(Rs.) Fig. Words

1.0 FLANGED/SCREWED VALVES

a) Upto ¾” No 1

b) 1" TO 11/2" No 1

c) 2" TO 4" No 1

e) 10" TO 12" No 1

2.0 SW/BW VALVES

a) Upto ¾” No 1

b) 1" TO 11/2" No 1

c) 2" TO 4" No 1

e) 10" TO 12" No 1

TOTAL of 4.0 = RS.

NOTES:

WAFER TYPE VALVES shall be treated as flanged valves

Above includes valves of all materials, rating, IBR/Non IBR.

Above includes all types of valves.

Page 96: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

96

5.0 PIPE SUPPORTS

a) SUPPLY & FABRICATION OF PIPE SUPPORTS

Supply & Fabrication of pipe supports as per drawings, standards, Specifications, NIT conditions & instructions of Owner/Consultant. The rate shall include the cost of materials (except alloy steel and stainless steel in category PS2 and PS3), consumables, surface preparation & application of primer, labour overheads/profits etc. CATEGORY MATERIAL OF CONSTRUCTION

PS 1 Means carbon steel supports.

PS 4 Means PUF supports (PUF Cradle supports) 880 Nos. supports for 12"

PS 5 Means Turn buckles (Forged) & Clamp supports

PS 6 Means Spring support (Free Issue)

SL

NO Category of Supports UNIT Qty.

UNIT RATE IN (Rs.) Total amount

(Rs.) Fig. Words

1 PS 1 MT. 5

2 PS 4 NOS 880

3 PS 5 MT. 0.1

TOTAL OF 5.0 a = RS.

Page 97: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

97

b) ERECTION OF PIPE SUPPORTS Erection of supports fabricated by Contractor and/or supplied by vendors. The rate shall include cost of erection as part of piping, welding (including dissimilar welding), labor, consumables, overheads/profits etc. to complete all related activities as per ITB and instruction of Owner/ Consultant.

SL

NO Category of

Supports UNIT Qty.

UNIT RATE IN (Rs.) Total

amount (Rs.) Fig. Words

1 PS 1 MT. 5

2 PS 4 NOS 880

3 PS 5 MT. 0.1

4 PS 6 (Spring

Supports)

MT. 0.1

TOTAL OF 5.0 b Rs.

Notes for (a) & (b):

1. Irrespective of whether pipe supports and/or pipe support materials are

supplied by Contractor or Owner or Vendor, all fasteners such as bolts, studs,

nuts, washers etc., are to be supplied by Contractor at his cost.

2. For PUF supports, hard treated PUF is to be used.

3. Welding for supports shall include preheating and all tests (excluding

radiography & stress relieving, which shall be paid separately) such as dye-

penetrant test, hardness test etc. as required by standards, codes,

specifications and instructions of Owner/Consultant.

4. For PUF Supports, density shall be 160 Kg/M3 as per M/s ALL Standard. Both

the inner and outer diameter surfaces shall have Aluminum facing.

Page 98: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

98

c) STRUCTURAL STEEL WORKS All structural work under this enquiry has been divided in to two categories:

CATEGORY-A : Equipment platforms , valve operating platforms, ladders and hand railing (but excluding gratings) and any other additional supports, if required , to be fabricated at site.

CATEGORY-B : Galvanized Gratings (35 mm) The rates for above items shall be quoted for supply, fabrication and Erection as per the format below.

1. Supply, Fabrication, Erection & Painting of Steel Structure Structural steel is also to be arranged and supplied by CONTACTOR. The rate shall include cost of preparation, submission and obtaining approval of fabrication drawings from CONSULTANT, labour, materials, consumables, surface preparation & application of primer, tools & tackles and other associated arrangement required to execute all the related activities. The cost shall also include cost of bolts, nuts, washers and anchor bolts. The rate shall include cost of withdrawal and transportation from OWNER/CONSULTANT’S stores /storage yard (if prefabricated structural issued by OWNER/CONSULTANT) or from his own stores/ shop to place of erection, grouting

SL

NO

Description UNIT Qty. UNIT RATE IN (Rs.) Total amount

(Rs.) Fig. Words

1 CATEGORY-A MT 2

2 CATEGORY-B MT 1

TOTAL OF 5.0 C = RS.

Note:

1. Prior approval shall have to be obtained from OWNER/CONSULTANT, in

writing for making a change in sections due to non-availability of certain

sections or using built-up section, compound sections, for fabrication of built-up

compound sections either recommended by CONSULTANT or

CONTRACTOR, no extra payment shall be made.

2. For hand railing under clause 5.7(c).1 pipes shall also be supplied by

CONTRACTOR.

3. During execution of piping etc. gratings may have to be cut and the same shall

be repaired by cold galvanization (Zinc spray) of thickness 80 microns after

proper surface preparation. This activity shall be deemed covered within the

unit rate of erection of grating and nothing extra shall be paid for this.

Page 99: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

99

6.0 RADIOGRAPHY (GAMMA RAY)

The unit rate shall include cost of radiograph viewer and films, consumables, scaffolding, manpower, overheads/profits etc. Payment shall be made only for those films after examination for joints found acceptable as per codes, standards & NIT. Films for defective joints shall not be paid. Overlapping Length of radiography film is not payable.

SL no

Description UNIT Qty. Total Quantity

UNIT RATE IN (Rs.) Total amount

(Rs.) Fig. Words

1.0 At outside, the place of erection using film size

4" wide film Inches 13570 13570

2.0 In-situ (Erected position) using

4" wide film Inches 9000 9000

TOTAL OF 6.0 = RS

NOTES:

1. Length and width of film to be used which shall be decided by Owner before

execution of radiography.

2. As a guide line the radiography film shall be used as below: -

b. 3" wide film shall be used up to 4" dia pipes ii) 4" wide film shall be used

above 4" dia pipes

3. Payment shall be made on the basis of weld length radiographed & for

those joints which are found acceptable.

4. Length of radiographed film shall be calculated (O.D. x 3.14) in inch.

Page 100: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

100

7.0 UNIT RATE FOR MODIFICATIONS - CUTTING, WELDING & HANDLING:

The unit rates for modification shall be used for items which cannot be derived by any methods listed in this enquiry. These rates shall be used subject to the approval in writing by Owner/Consultant, prior to executing any work. The rate shall be applicable for the work where same will be reused.

7.0 A: CUTTING

SL no

Description / Thk. (mm) Material

UNIT Qty.

UNIT RATE IN (Rs.)

Total amount (Rs.)

Fig. Words

1 Cutting Up to 10 mm (CS, CSLT)

Inch dia 20

2 Cutting > 10 mm to ≤ 25 (CS, CSLT)

Inch dia 26

3 Cutting > 25 mm to ≤ 40 (CS, CSLT)

Inch dia 50

4 Cutting > 40 mm to ≤ 56 (CS, CSLT)

Inch dia 50

TOTAL OF 7.0 A= RS.

NOTE:

1. CS shall include GI also.

2. For other thickness, the rates shall be increased by direct proportion.

3. Rates for cutting shall include the cost of consumables labour and other

necessary arrangement related with & for this activity.

Page 101: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

101

7.0. B WELDING

SL

NO Description Thk.(mm) Material UNIT Qty.

UNIT RATE IN

(Rs.) Total amount

(Rs.) Fig. Words

1 Welding

Up to 10 CS Inch Ø 56

2 Welding >10 but Up

to 20

CS Inch Ø 32

3 Welding >20 but Up

to 30

CS Inch Ø 64

4 Welding >30 but up

to 50

CS Inch Ø 48

5 Welding Up to 10 CS LT Inch Ø 36

6 Welding >10 but Up

to 20

CS LT Inch Ø 12

7 Welding >20 but Up

to 30

CS LT Inch Ø 12

8 Welding >30 CS LT Inch Ø 12

9 Welding Up to

10mm

CS & AS

(Butt

welding)

100 mm

length

56

10 Welding Up to 6

mm

SS (Butt

welding)

100 mm

length

36

TOTAL OF 7.0 B= RS.

Page 102: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

102

7.0 C: HANDLING CHARGES FOR MODIFICATION & ERECTION

1. This rate is applicable for all materials, i.e. carbon steel, alloy steel, and stainless

steel.

2. Handling charges shall be paid for piping, required to be removed and

reinstalled for modifications called for, after erection is done by

Contractor. Payment shall be made only if the modification is required for no fault of

Contractor.

3. This item rate shall be applicable only for those items which are not covered

elsewhere in the contract.

SN Description / Thk. (mm) Material UNIT Qty.

UNIT RATE IN

(Rs.) Total amount

(Rs.) Fig. Words

1

REMOVAL & REINSTALLATION

After modification (cutting & welding

to be paid as per 7.0.A & 7.0.B as the

case may be)

MT 2

TOTAL OF 7.0 C= RS.

TOTAL OF 7.0 (A+B+C) = RS.

Page 103: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

103

8.0 SCHEDULE FOR LABOUR RATES

Rates shall be quoted in accordance with the proforma given below :

The rate below shall be inclusive of Contractor s' supervision, hand tools, all equipment & machinery, consumables, contractor s' supervision, overhead and profits.

SL

NO Category of

Personnel Normal Hrs

Normal

Rate per

Hour(Rs.)

OT

Hours

Overtime / Sun-day /

Holiday Rate per

Hour(Rs.)

1 Arc Welder

(Structural)

100 50

2 Arc Welder CS 100 50

3 Arc Welder SS/ AS 100 50

4 TIG Welder CS/ AS

/ SS

100 50

5 Gas Welder 100 50

6 Gas Cutter 100 50

7 Pipe Fitter 100 50

8 Mill Wright Fitter 100 50

9 Rigger 100 50

10 Grinder 100 50

11 Painter 100 50

12 Unskilled Labour 100 50

13 Skilled Labour 100 50

Page 104: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

104

SUMMARY OF PRICES

SN DESCRIPTION

TOTAL

AMOUNT

(Rs)

2.0 FABRICATION AND ERECTION OF PIPLINE

3.0 a ERECTION OF PRE-FABRICATED PIPING

3.0 b FIELD WELDING OF PRE-FABRICATED PIPING

4 ERECTION OF VALVES

5.0a SUPPLY AND FABRICATION OF PIPE SUPPORT

5.0b ERECTION OF PIPE SUPPORTS

5.0c SUPPLY, FABRICATION & ERECTION OF STEEL STRUCTURE

6 RADIOGRAPHY

7.0a MODIFICATION -CUTTING

7.0b MODIFICATION - WELDING

7.0c MODIFICATION - ERECTION

8.0 SCHEDULE FOR LABOUR RATES

TOTAL OF PART (A) = Rs.

(Amount in words Rupees ......................................................................................

Page 105: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

105

SCHEDULE OF RATES

FOR

CIVIL, STRUCTURAL & OTHER ALLIED WORKS FOR JETTY PIPE LINE AT HALDIA PORT

OF

AEGIS LOGISTICS LTD.

HALDIA

(PART B)

Page 106: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

106

CONTENTS

SN DESCRIPTION

1.00 GENERAL

2.00 DEFINITION OF PLINTH

3.00 MATERIALS

4.00 TESTS

5.00 EXECUTION OF WORK:

5.01 EARTH WORK

5.02 PLAIN & R.C.C. WORKS

5.03 REINFORCEMENT AND EMBEDMENTS

5.04 SHUTTERING

5.05 STRUCTURAL STEEL WORK

5.06 MISCELLANEOUS

Page 107: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

107

1.00 GENERAL

The plans have been evolved tentatively based on information available with Owner / Consultant but the dimensions and details etc. are liable to changes. The Tenderers shall not be entitled to claim any higher rate or compensation on this account. The tender drawings are intended mainly to give an indication of the probable type of construction. The successful Tenderers will, however, be required to execute the work as per detailed approved drawings issued to them from time to time. Owner reserves the right to add / delete any of the building works mentioned in the N.I.T., during the currency of the contract. The Tenderers shall note that the quantities of the different Items, as given in the "Schedule of Rates" are tentative based on tentative tender drawings and are subject to variation and they shall not be entitled to claim any higher rate or compensation on this account. Owner / Consultant reserve the right to change / modify the size and type of sections at any time. Owner / Consultant do not guarantee work under each item of the Schedule of Quantities. Quantum of individual item may vary to any extent. The Tenderers shall be fully responsible for the correct setting out and execution of the work in accordance with approved drawings which will be supplied to them progressively. All tools, tackles, construction equipments etc., required for the successful execution / construction of the complete work, shall be responsibility of the Tenderers. The quantities given in the "Schedule of Rates" are approximate and are given only for the guidance for quoting rates. Payments on bills shall, however, be made on actual measurements of quantities of work done as per approved drawings. Unless otherwise specified, measurements of quantities shall be taken as per Indian Standards IS: 1200. The rates are be inclusive of the value of the work described under several items including all costs and expenses which may be required for the construction of the work described together with all taxes, general risks, liabilities and obligations such as temporary buildings / hutments, fencing, watching, lighting, insurance, labour regulations, indemnity, maintenance and the like. The prices shall be inclusive of all labours, materials, tools, plants, equipment, hoists, tackles, scaffoldings, the sundries, etc., as may be necessary for the completion of the work in all respects. Concreting shall not be undertaken at site until detailed approved drawings have been issued by the Owner / Consultant in writing. Subsequent revision

Page 108: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

108

in the drawings which become necessary shall be incorporated and revised drawings issued to the Contractor who shall execute the work as per the latest revised drawings. Nothing extra will be paid on this account and no claim whatsoever will be entertained on this account. The Owner / Consultant reserves to them the right to modify / revise / alter etc. in any drawing supplied to the Contractor. Any fabrication / construction done before final approval of the drawings shall be the Contractor's responsibility. In case of any discrepancy between the description of items given in the "Schedule of Rates" and Specifications, drawings and other documents, the decision of the Engineer-in-charge in writing shall be final, binding and conclusive for the purpose of this contract. The term "Design and drawings" mentioned in the description of Items in the "Schedule of Rates" means the detailed approved design drawings marked "Good for Construction". The work "As described", "As shown", "As directed" or "As approved", "As mentioned" in the description of Items shall mean as directed in design or detailed drawings and as directed by the Engineer-in-Charge. The Contractor will be furnished only reference points of the job site and a level bench mark, and the Contractor shall at his own cost and initiative, set out the works to the satisfaction of the Engineer-in-Charge but shall solely be responsible for the accuracy of such setting up not withstanding satisfaction as aforesaid of the Engineer-in Charge or any other assistance rendered by the Engineer-in-Charge for the purpose. The Contractor shall provide, fix and be responsible for the maintenance of all stakes, templates, level marks, profiles and the like and shall take all precautions necessary to prevent their removal or disturbance, and shall be responsible for the consequence of such removal or disturbance and for their efficient and timely reinstatement. The Contractor shall also be responsible for the maintenance of all survey marks, boundary marks, distance marks and centre line marks, whether existing or supplied / fixed by the Contractor. Before commencing the work, the Contractor shall at his own cost and initiative provide all necessary references, level posts, pegs, bamboos, flags, ranging rods, strings and other materials for proper layout of the work in accordance with the scheme for fixing bench marks acceptable to the Engineer-

Page 109: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

109

in-Charge. The centre of longitudinal or face line and cross line shall be marked by means of small masonry pillars. Each pillar shall have distinct mark at the center to enable a TOTAL STATION to be set over it. No work shall be started until all these points are approved by the Engineer-in-Charge in writing. But such approval shall not relieve the Contractor of any of his responsibilities in respect of the adequacy or accuracy, thereof. The Contractor shall also provide all labour, material and other facilities necessary for the proper checking of layout and inspection of the points during construction. Pillars bearing geodetic marks located at the site / unit of works under construction should be protected and fenced by the Contractor. On completion of works, the Contractor must submit to the Engineer-in-Charge the geodetic documents according to which the work was carried out. The Contractor shall be exclusively responsible for the provision and

maintenance of horizontal and vertical alignments and levels and for the

correctness of every part of the work in accordance there with and shall at his

own cost rectify any errors or imperfections therein.

The Contractor shall at all times during the progress and continuance of the works be responsible for and effectively maintain and uphold in good, substantial, sound and perfect condition of all / and every part of works and shall make good from time to time and at all times as often as the Engineer-in-Charge shall require any damage or defect that may during the above period arise in or be any way connected with works. The portion which is under HOLD shown in the approved drawing or the portion which would be brought under HOLD during execution on account of coordinating different activities of other working agencies shall be taken up by the Contractor to execution only after the said HOLD is withdrawn. The Contractor on this account shall not be entitled to claim for any compensation. The Contractor shall maintain adequate drainage facilities at the work site at all times during the execution of the work. No compensation shall be made by the Owner / Consultant for any damage done by rain or traffic during the execution of the work.

Page 110: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

110

The Contractor shall afford all reasonable facilities such as scaffolding etc., and cooperation to the various other agencies and Contractors, for services not included in this contract, who may be working on the site simultaneously so that entire work can proceed smoothly and simultaneously to a successful completion. The Tenderer must take all the aforesaid factors into consideration while quoting his rates. Nothing extra shall be paid on any ground out of or relating to the aforesaid factors. For details of works, materials and workmanship, attention is invited to the "Schedule of Rates", Scope Drawings, Special Conditions of Contract, Materials and Job Specifications, this section, etc. and the Tenderers must quote the rates keeping in full view the requirement of the said documents. Except otherwise clearly stated, CPWD Specifications with Correction Slips ( latest) shall be followed in all Civil, Structural and other allied Works and in absence of CPWD Specifications for any work, relevant Indian Standard codes of practices (latest) shall be followed. Where there are no Specifications available for any work either in CPWD Specifications or in IS Codes of practices, the work shall be carried out as per the direction of Engineer-in-Charge.

Page 111: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

111

The following notations have been used throughout the "Schedule of Rates" and Materials and job Specifications:

1. Cu.M Cubic Metre

2. Sq.M Square Metre

3. m. Metre

4. mm Millimeter

5. Cm. / Cms. Centimeter / Centimeters

6. No. / Nos. Number / Numbers

7. Tonne / MT. Metric Tonne

8. Kg. Kilogram

9. RCC Reinforced Cement Concrete

10. PCC Plain Cement Concrete

The quoted rates shall be applicable for all heights, depths etc., except otherwise clearly stated in the description of items and nothing extra shall be paid to the contractor on this account. Description of items and mode of measurement for payment indicated herein shall override those given elsewhere if these are at variance. Any materials / accessories / fittings etc. which may not be specifically mentioned in the description of items but which are normally used or necessary are to be provided by the contractor without any extra cost to Owner / Consultant and the work must be completed in all respects.

2.00 DEFINITION OF PLINTH

2.01. The portion of a structure between the surface of the finished ground and the surface of the floor immediately above the ground will be considered as plinth, which is generally 300 mm to 600 mm above finished ground level of the site area.

2.02 Plinth Level as shown in the drawing shall be treated as plinth level for the

purpose of payment.

3.00 MATERIALS

3.01 The supply / procurement of all materials, required for the job, shall be the responsibility of the Contractor unless otherwise stated in the "Schedule of

Page 112: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

112

Rates" and elsewhere in the tender documents. The quality of the materials procured by the Contractor shall be subject to the approval of Engineer-in-Charge or his authorized representative before the materials are allowed to be used in the works. All the materials to be procured by the Contractor shall be in conformity with the CPWD Specifications with correction slips (latest) and in absence of which as laid down in the relevant Indian Standard Codes of practices (latest).

3.02 Transport of all materials shall be the Contractor's responsibility and it shall be at their own risk and cost.

3.03 The Engineer-in-Charge shall determine the suitability of materials to be used on the job and the Contractor shall get all materials approved by the Engineer-in-Charge. Any material procured and brought to site by the Contractor, found not to conform to the specifications and does not meet the approval of the Engineer-in-Charge, for use, will be rejected, and the Contractor shall remove and dispose off the same at his own cost and he shall not have any claim for compensation in this regard.

4.00 TESTS

4.01 According to the nature and importance of works, Owner / Consultant will demand the conduct of tests on concrete and other building materials etc., in which case the Contractor shall get the same done at his own cost in a laboratory to be approved by the Owner / Consultant.

4.02 Providing and operating necessary measurements and testing devices, materials and consumables are included in the scope of work and the rates quoted shall be deemed to include the cost of such tests which are required to ensure achievement of specified quality of work.

5.00 EXECUTION OF WORK

5.01 EARTH WORK a. The prices for all excavations shall include for removing and clearing

away all shrubs, bushes, roots etc.

b. The prices for all excavations shall also include for all leveling and

ramming foundation beds, trimming of sides and bottom, grading to

proper level as required.

c. Removal and carrying shall include for all loading, unloading and

handling as may be necessary and also all necessary means of transport

(Mechanical or animal or manual) as required.

Page 113: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

113

d. The prices are also to include removal of water caused by rain, seepage,

spring due to water table or any other cause, either by pumping or by

bailing, that may accumulate in the trenches, foundations, pits, etc. It is

likely that the subsoil water may encounter during excavation. The

Contractor shall be responsible to remove all water accumulated in

trenches, foundations, pits, etc. due to subsoil seepage, rainwater or from

any other sources. For the above reasons, if the Contractor is required to

install some special type of dewatering system, the same shall be arranged

by the Contractor at his own cost and nothing extra shall be payable. The

Contractor shall be fully responsible for removal of all water from the

working area including necessary shoring and strutting, etc., wherever

required, in order to maintain safe working condition and good

engineering practice at his own cost and nothing extra shall be paid on

this account.

e. Where excavations are made in excess of the depth required the

Contractor shall, at his own expenses, fill up to the desired level with lean

concrete of nominal mix. 1:5:10 (1 cement: 5 coarse sand: 10 graded stone

aggregate 40 mm nominal size).

f. In case of hard / dense soil, the last 150 mm depth of such depth specified

in the drawing or decided by the Owner shall be excavated just prior to

the laying of plain cement concrete bed.

g. In case surplus excavated materials are to be disposed off at different

leads as per items in the "Schedule of Rates" the distance for such disposal

shall be measured over the shortest practicable route as decided by

Engineer-in-Charge and not necessarily the route actually taken by the

Contractor for disposal. For the purpose of measurement of lead, the area

excavated shall be divided into blocks (mutually agreed) and for each

block the distance from center of the block to center of disposed material

pertaining to this block shall be taken.

h. For payment of Earthwork in foundations / pits / trenches, etc., the

excavation in earthwork volume shall be calculated by multiplying the

base area as per the dimensions of mat (lean) concrete indicated in the

drawing for different foundations by the specified depth of excavation

considering vertical cut up to the bottom of mat concrete level from

ground level. Extra excavation carried out by the Contractor with sloping

sides or with larger base area or with extra deepening of trenches / pits /

foundations, etc. for working convenience shall not be measured and paid

for.

Page 114: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

114

The payment for back filling and disposal of surplus excavated material shall also be made on the same basis as that for excavation. Therefore excavation, back filling and disposal of surplus earth resulting from the excavation over the mat concrete dimensions and for the depth beyond bottom level of mat concrete as indicated in the drawings shall not be paid for. However, for the cases where waterproofing / acid proofing is indicated as per drawings on outer sides, the mode of measurement shall be as per IS: 1200.

i. Nothing extra shall be paid for sorting / screening of the excavated

materials to obtain good earth for filling.

j. Nothing extra shall be paid on account of any lift for disposal of excavated

materials.

k. Proper precautions shall be taken during the excavations to prevent any

damage to the existing structures, pipes, sewer lines etc. If such damage

occurs, it shall be rectified by the Contractor at his own expense.

5.02 PLAIN AND REINFORCED CEMENT CONCRETE WORKS a. The prices for concrete beds and slabs are to include for laying on any

type of subgrade, laying to falls or camber and for preparing surface to

receive concrete.

b. All concrete surfaces shall be finished to a fair face to give smooth and

even surfaces and nothing extra shall be paid on this account.

c. The prices are to include leaving pockets, cutouts and holes and to

provide wooden boxes or any other suitable arrangement in R.C.C for

providing pockets for bolts as per approved working drawings and

nothing extra shall be paid on this account.

d. All pockets / holes are to be properly covered by suitable means, so that

dirt, rain water etc., should not enter the pockets / holes etc. No

deduction in R.C.C quantity shall be made for pockets and nothing extra

shall be paid for providing pockets as mentioned in para 5.02c above.

e. For measurement of openings in plain concrete / R.C.C work, refer clause

No. 4.13 of IS: 1200 (Part-3).

f. Threads of bolts etc., which have already been fixed in the pockets, are to

be greased and properly covered with gunny bags or polythene sheet to

protect it from damage from all sources and nothing extra shall be paid on

this account.

Page 115: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

115

g. The prices shall include for all rebating, throating, chamfering,

weathering, moulding etc. to accord with the details shown in the

approved working drawings.

h. Nothing extra shall be paid for any intricate work for foundation of

equipment and machinery (Static / Dynamic) in R.C.C walls and other

superstructure work or in concreting in small and thin sections in P.C.C or

R.C.C work.

i. The prices for concrete are to include for hoisting and / or lowering to any

heights and / or depth required and in any type of form work, packing

around reinforcement wherever required and finishing the surfaces to fair

and even surfaces.

j. The prices shall include for working up or hacking of concrete surface for

providing keys for further concrete work and shall also include all plane,

rebated or grooved construction and other joints.

k. All reinforced cement concrete used shall be of controlled concrete with

designed mix and weigh batched conforming to IS : 456 unless otherwise

specified. In all concrete and R.C.C work, broken graded coarse aggregate

shall be used. The design mixes of concrete of different grades shall be

established at the beginning of the work considering the required

workability. However, if batching plant facility is not available, only

nominal mix concrete is permissible.

l. Concrete admixtures for workability, if necessary, may be used in R.C.C.,

if decided by the Engineer-in-Charge. No extra payment for material or

mixing etc. shall be made on this account.

m. Machine and equipment foundations shall mean all foundations including

pedestals of vessels, towers, pumps, compressors, motors or any other

equipment or machinery (both static and dynamic), pipe supports etc.,

and / or the like.

n. The prices shall include applying cement slurry on reinforced cement

concrete surfaces, keys of construction joints etc. @ 2.75 Kg/Sq.m of

surface area of receiving cement concrete including roughening and

proper cleaning etc., complete as directed by Engineer-in-Charge.

o. The prices shall include for performing water tightness for all water

retaining R.C.C structure as stipulated in IS: 3370 (Part-I), wherever

specified in the drawing.

Page 116: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

116

p. Cement to be used for plain & reinforced cement concrete and other

works shall be of Ordinary Portland Cement conforming to IS : 269 unless

otherwise stated in the "Schedule of Rates" and elsewhere in this Section

of NIT.

q. Any concrete having honeycomb is not acceptable and shall be rejected

and redone at contractor's cost.

5.03 REINFORCEMENT AND EMBEDMENTS a. Wastage in cutting will not be paid for. Steel actually fixed in position

only will be paid by the linear measurement including hooks and laps.

Lapping of bars will be allowed only where the required bar length

exceeds the standard lengths available. All other laps provided, unless

otherwise specified in the drawings, shall not be measured and paid for.

Weight of binding wire shall not be measured for payment.

b. Nothing extra shall be paid for de-coiling and straightening of the bars.

c. Reinforcements are to be tack welded in addition to binding by 18 S.W.G

annealed wire wherever necessary to improve efficiency of the joint. Bars

of 28 mm diameter and above shall be provided with stitch weld in

addition to binding with 18 SWG annealed wire and nothing extra shall be

paid for stitch welding. Welding of mild steel plain and deformed

reinforcements shall conform to IS: 2751, 'Code of practice for welding of

mild steel plain and deformed bars for reinforced concrete construction'.

d. The Contractor shall prepare the bar bending schedule for all reinforced

cement concrete work as per the approved / "good for construction"

drawings furnished by the Owner / Consultant and nothing extra shall be

paid on this account.

5.04 SHUTTERING a. The prices for shuttering shall include for providing splayed edges,

notching, chamfering, allowances for overlaps and passing at angles,

battens, strutting bolting, wedging, easing, striking and removing.

b. The concrete work should have ply wood / steel shuttering as not to

require any plastering, after striking out the shuttering. Any concrete

having honeycomb is not acceptable and is liable to be rejected and redone

at Contractor's cost.

c. The prices are also to include for all necessary supports, struts, braces, etc.,

dressing with shuttering compound and / or other approved method to

Page 117: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

117

prevent adhesion between concrete and form work and all raking for

circular cutting and waste.

d. The prices shall also include for all labour and materials necessary for

providing form work at all heights and depths and including striking,

dismantling the form work assembly etc. after the necessary stripping

period of concreting is over and also making all the joints in shuttering

fully leak-proof providing low density polythene sheets / bitumen paper.

e. The prices shall also include for forming detailed design required for the

form work and / or all other sundry labour.

f. All shuttering shall be either plywood or steel shuttering to produce plain,

smooth and even surfaces, which will thus be integrally finished. If any

impressions of the shuttering joints are noticed after the striking of the

shuttering, the same should be treated by rubbing with Carborundum

stones and nothing extra shall be paid on this account.

g. In case of dowel bars projecting out from R.C.C works such as columns,

beams etc. nothing extra shall be paid for any special provision like

making holes that may be required to be left in the form work.

5.05 STRUCTURAL STEEL WORK a. The weight of structural steel work for the sake of payment shall be

calculated by linear measurements and unit weight taken from the

relevant IS codes based on approved fabrication drawings assuming all

members to be cut square without making any deduction for bolts, bevel

ends or edges, beveling of plates. Gusset plates shall be paid for minimum

rectangle enveloping their actual periphery.

b. Welds, black-bolts, high tensile bolts, nuts, plain and tapered washers etc.

shall not be measured and paid for. Rate for the structural steel work shall

be deemed to include the same. Nothing extra shall be paid on this

account.

c. Nothing extra shall be paid over the unit rates for structural members to

be built up by butt or fillet welding as indicated in the approved

fabrication drawings or as per the instruction of Engineer-in-Charge, from

either: i. Plates.

ii. Two or more rolled steel sections.

iii. One or more rolled steel sections and plates.

Page 118: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

118

d. Nothing extra shall be paid over the unit rates for sealing the joints of box

sections made out of channels or joists by continuous butt welding.

e. All paints and primers specified in various Items in the "Schedule of

Rates" shall be best quality of approved brand and manufacturer such as

M/s. Asian Paints, M/s. Berger Paints (India) Ltd., M/s. Johnson &

Nicholson and / or other equivalent paint approved by the Engineer-in-

Charge.

f. On box / compound sections, the painting shall be done before fabrication

on all those surfaces which become inaccessible after fabrication.

g. Prior approval of the Engineer-in-Charge shall have to be obtained for

changing the sections due to non-availability of certain sections and using

built-up sections / compound sections and nothing extra shall be paid on

this account.

h. The word "Fabrication" wherever used for the description of work herein

shall include:

Straightening, cutting, notching, beveling, drilling or cutting holes, necessary welding, fastening, etc. to prepare the structural member as per

fabrication drawings.

I. The word "Erection" wherever used for description of work shall include: Hoisting, putting in position at all required heights, aligning and fixing with necessary welding, bolting and / or other fasteners as per approved drawings and technical specifications with all safety standards.

j. Preparation of "AS-BUILT" construction drawings incorporating all

approved changes at site shall be in Contractor's scope of work and it shall

be considered included in relevant Items of the "Schedule of Rates".

k. For sand blasting / painting by the specialised agency other than

indicated in the NIT, if proposed by the Contractor, the same shall be got

approved from the Engineer-in-Charge at site.

l. The Contractor shall prepare design of joints and detailed fabrication and

erection drawings in sequence of erection on the basis of detailed design

drawings supplied by the Owner / Consultant from time to time. Nothing

shall be paid extra on this account. The above fabrication drawings must

show clearly all shop and site joints and connection with erection marks

on each loose parts.

Page 119: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

119

m. The Contractor shall submit his design calculations for the design of joints.

All joints shall be designed for full strength of the members or otherwise

as indicated in the design drawings.

n. The design calculations of joints and fabrication drawings will be checked

and approved by the Owner / Consultant as per mutually agreed time

schedule and the Contractor should strictly adhere to these approved

drawings and specifications. Fabrication work shall be taken up only with

the approved fabrication drawings.

5.06 MISCELLANEOUS a. The Contractor may have to splice shorter length of structural steel

members to obtain required length at site. If extra pieces of materials are

required for splicing (say for lap jointing) then the same will be measured

and paid for in the relevant structural steel items and nothing extra on any

other account shall be paid to the Contractor for such splicing.

b. The Contractor should note that steel wedges, packing plates, shim plates,

etc. used by them for leveling and alignment of structural members are to

be considered erection devices and these should be taken out after proper

alignment is over to the satisfaction of Engineer-in-Charge. Such erection

devices shall neither be measured nor paid for.

c. Contractor shall install mini batching plant of suitable capacity within the

plant premises at their own cost .The place for mini batching plant shall be

provided by client.

Page 120: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

120

SL. NO. DESCRIPTION OF ITEMS UNIT QTY

RATE AMOUNT

(IN Rs.) In Figure

In Words

A. EARTHWORK

1 A-01

Earthwork in excavation in foundations of buildings, footings, columns, plinth beams, walls, machine/ equipment foundations, isolated pits, pavements, trenches for pipelines /cables, pipe sleepers, drains, etc., to the required levels and grades in both dry and wet conditions, including dressing of sides and ramming of bottoms, getting out excavated earth with lift up to 1.5 M and disposal of surplus excavated materials within a lead of 50 M including stacking, levelling and dressing etc., complete as per direction of Engineer-in Charge(E.I.C.) in all kinds of soils as defined in IS: 1200 including providing temporary supports to all service lines such as overhead and underground water, sewage and drain pipes, cables etc. and shoring and strutting including dewatering wherever necessary, complete in all respects as per direction of Engineer-in-Charge.

Cum. 13750

2 A-02

Removal and carriage of Surplus Excavated earth, debris, etc. from the site of work to other areas anywhere within factory / plant battery limits beyond the initial lead of 50m and spreading and levelling the same in layers not exceeding 20cm thickness including loading and unloading as per the direction of EIC.

Cum. 5000

Page 121: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

121

3 A-03

Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 50 metres, complete in all respects.

Cum. 8800

4. A-04

Supplying and filling in foundations, trenches, plinth, under floors and sides of foundations, etc., with fine sand at all depths in layers not exceeding 20 cms in thickness including consolidating and dressing each deposited layer by ramming and watering, etc., complete in all respects as per direction of Engineer-in-Charge.

Cum.

25

B. PLAIN CEMENT CONCRETE :

5. B-01

Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., including all necessary cost of centering and shuttering :

(a) 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 20 mm nominal size).

Cum.

5

(b) 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size).

Cum.

660

Page 122: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

122

C. REINFORCED CEMENT CONCRETE : IN FOUNDATION AND PLINTH

6. C-01

Providing and laying reinforced cement concrete of grade M-25(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centering, shuttering and reinforcement in foundation and plinth, for rafts, footings, bases of columns, pedestals, beams, walls, columns, slabs, machine and equipment foundations, pile caps, box sections, pipe supports, etc., complete in all respects as per direction of Engineer-in- Charge.

Cum.

4400

IN SUPERSTRUCTURE

7. C-02

Providing and laying reinforced cement concrete of grade M-25 ( using 20 mm. nominal gauge graded stone aggregate), machine mixed, mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in superstructure at all heights for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, pedestals for equipment and similar vertical members, etc., complete in all respects as per direction of EIC

Cum. 2000

8 C-03

Providing and grouting in pockets with cement concrete 1:1:2 (1 cement: 1 coarse sand: 2 stone aggregate 10 mm and down gauge) including necessary finishing, etc., complete in all respects as per direction of EIC.

Cum. 20

Page 123: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

123

D REINFORCEMENT AND EMBEDMENTS

9 D-01

Supplying, cutting, bending, hoisting, placing in position and binding with 18 SWG annealed wire, high yield strength deformed bars of Grade Fe-500D for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of the EIC

Tonne 450

10 D-02

Supplying, fabricating and fixing in position M.S. holding down bolts assembly consisting of bolts, heads, nuts, washers etc., and the like including embedding in cement concrete/R.C.C. works as per approved drawings complete in all respects including one coat of approved quality anti-corrosive paint over a coat of approved quality primer. (All materials supply are in contractor's scope.)

Kg. 1500

11 E SHUTTERING :

11.

E-01

Providing, fabricating, erecting and fixing in position with bolts and nuts, nails and ties, etc., centering and shuttering materials true to line and level, including strutting, propping, staging etc. with necessary bracing in all axes to give a stable assembly including chamfering the corners of columns and beams etc., wherever required including making joints in the shuttering fully leak-proof, i/c. striking, dismantling and removing the aforesaid assembly after concreting is over, including all labour and materials complete in all respects and as per direction of Engineer-in-Charge :

a. IN FOUNDATION AND PLINTH

(i) Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.

Sqm.

14800

Page 124: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

124

b. IN SUPERSTRUCTURE

(i) Columns, pillars, posts, struts, inclined posts, attached plasters, portals and similar vertical members.

Sqm. 13200

F STRUCTURAL STEEL

12.

F-01

Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 of IS: 1367 at all heights as per approved fabrication drawings of all types of structural steel work in columns, portals, girders, lattice girders, beams, crane girders, M.S rails, monorails, bracings, trusses, purlins, rafters, side runners, sag rods, hand railings, staircase stringers and steps, walkway, toe-plates, floor grids, sag rods with M.S. rounds, side walling, conveyor gantries, trestle for pipe and cable racks, gusset plates, etc., either made of rolled steel joists, channels, angles, tees, flats, plates or built up from plates and/or rolled steel sections including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of Engineer-in-Charge :

a).

With providing and applying chlorinated rubber based paint at dry film thickness of 50 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 50 microns per coat on structural steel work complete in all respects as per specifications and direction of EIC

Tonne 630

Page 125: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

125

13

F-02

Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position structural steel work in cat ladders and cages at all heights including brackets, cleats, plates, rungs, chain, pins, hinges, etc., framed, bolted and/or welded together and fixed in position including necessary plugs and plugging and painting complete in all respects and as per direction of Engineer-in-Charge :

a.

With providing and applying two coats of epoxy zinc chromate primer of approved quality on structural steel work after the preparation of surfaces including providing and applying finished coats of approved make epoxy paint in 2 coats at a dry film thickness of minimum 200 microns( for four coats) on structural steel work complete in all respects as per specifications and direction of Engineer-in-Charge. (1 kg. covers average 8 to 9 Sq. M. per coat. Including surface preparation by sand blasting/ power driven brushes.

Tonne

3

14 F-03

Supplying, fabricating and fixing in position M.S. anchor plates, hooks, insert plates, M.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.

Tonne

65

Total: RS........................................................ Amount in Words: RS........................................................ Discount: RS........................................................ Total Amount: RS........................................................ Name: Signature of Tenderer: Place and date:

Page 126: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

126

NOTE: FOLLOWING QUANTITIES SHALL STAND REMOVED FROM SCOPE OF WORK IF THE EXISTING BRIDGES ARE USED

A. EARTHWORK

1. A-01 Earthwork in excavation in foundations of buildings, footings, columns, plinth beams, walls, machine/ equipment foundations, isolated pits, pavements, trenches for pipelines /cables, pipe sleepers, drains, etc., to the required levels and grades in both dry and wet conditions, including dressing of sides and ramming of bottoms, getting out excavated earth with lift up to 1.5 M and disposal of surplus excavated materials within a lead of 50 M including stacking, levelling and dressing etc., complete as per direction of Engineer-in Charge(E.I.C.) in all kinds of soils as defined in IS: 1200 including providing temporary supports to all service lines such as overhead and underground water, sewage and drain pipes, cables etc. and shoring and strutting including dewatering wherever necessary, complete in all respects as per direction of Engineer-in-Charge.

Cum. 100

2. A-02 Removal and carriage of surplus excavated earth, debris, etc., from the site of work to other areas anywhere within the factory/plant battery limits beyond the initial lead of 50 M and spreading and levelling the same in layers not exceeding 20 cm thickness including loading and unloading as per the direction of Engineer-in-Charge.

Cum.

50

3. A-03 Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 50 metres, complete in all respects.

Cum.

50

Page 127: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

127

4. A-04

Supplying and filling in foundations, trenches, plinth, under floors and sides of foundations, etc., with fine sand at all depths in layers not exceeding 20 cms in thickness including consolidating and dressing each deposited layer by ramming and watering, etc., complete in all respects as per direction of Engineer-in-Charge.

Cum.

2

B. PLAIN CEMENT CONCRETE :

5. B-01

Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., including all necessary cost of centering and shuttering:

(a) 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 20 mm nominal size).

Cum. 1

(b) 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size).

Cum. 4

C. REINFORCE CEMENT CONCRETE : IN FOUNDATION AND PLINTH

6. C-01

Providing and laying reinforced cement concrete of grade M-25(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in foundation and plinth, for rafts, footings, bases of columns, pedestals, beams, walls, columns, slabs, machine and equipment foundations, pile caps, box sections, pipe supports, etc., complete in all respects as per direction of Engineer-in- Charge.

Cum.

35

Page 128: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

128

IN SUPERSTRUCTURE

7. C-02 Providing and laying reinforced cement concrete of grade M-25 (using 20 mm. nominal gauge graded stone aggregate), machine mixed, mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in superstructure at all heights for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, pedestals for equipment and similar vertical members, etc., complete in all respects as per direction of EIC

Cum. 10

8. C-03 Providing and grouting in pockets with cement concrete 1:1:2 (1 cement: 1 coarse sand: 2 stone aggregate 10 mm and down gauge) including necessary finishing, etc., complete in all respects as per direction of Engineer-in-Charge.

Cum.

0.5

D REINFORCEMENT AND EMBEDMENTS :

9. D-01 Supplying, cutting, bending, hoisting, placing in position and binding with 18 SWG annealed wire, high yield strength deformed bars of Grade Fe-500D for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of the Engineer-in Charge.

Tonne 4

10. D-02 Supplying, fabricating and fixing in position M.S. holding down bolts assembly consisting of bolts, heads, nuts, washers etc., and the like including embedding in cement concrete/R.C.C. works as per approved drawings complete in all respects including one coat of approved quality anti-corrosive paint over a coat of approved quality primer.(All materials supply are in contractor's scope.)

Kg. 100

Page 129: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

129

E SHUTTERING :

11.

E-01 Providing, fabricating, erecting and fixing in position with bolts and nuts, nails and ties, etc., centring and shuttering materials true to line and level, including strutting, propping, staging etc. with necessary bracing in all axes to give a stable assembly including chamfering the corners of columns and beams etc., wherever required including making joints in the shuttering fully leak-proof, i/c. striking, dismantling and removing the aforesaid assembly after concreting is over, including all labour and materials complete in all respects and as per direction of Engineer-in-Charge :

a. IN FOUNDATION AND PLINTH

(i) Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.

Sqm.

110

b. IN SUPERSTRUCTURE

(i) Columns, pillars, posts, struts, inclined posts, attached pilasters, portals and similar vertical members.

Sqm.

80

Page 130: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

130

F STRUCTURAL STEEL

12.

F-01 Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 of IS: 1367 at all heights as per approved fabrication drawings of all types of structural steel work in columns, portals, girders, lattice girders, beams, crane girders, M.S rails, monorails, bracings, trusses, purlins, rafters, side runners, sag rods, hand railings, staircase stringers and steps, walkway, toe-plates, floor grids, sag rods with M.S. rounds, side walling, conveyor gantries, trestle for pipe and cable racks, gusset plates, etc., either made of rolled steel joists, channels, angles, tees, flats, plates or built up from plates and/or rolled steel sections including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of EIC

a). With providing and applying chlorinated rubber based paint at dry film thickness of 50 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 50 microns per coat on structural steel work complete in all respects as per specifications and direction of EIC.

Tonne

90

Page 131: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

131

13. F-02 Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position structural steel work in cat ladders and cages at all heights including brackets, cleats, plates, rungs, chain, pins, hinges, etc., framed, bolted and/or welded together and fixed in position including necessary plugs and plugging and painting complete in all respects and as per direction of EIC:

a. With providing and applying two coats of epoxy zinc chromate primer of approved quality on structural steel work after the preparation of surfaces including providing and applying finished coats of approved make epoxy paint in 2 coats at a dry film thickness of minimum 200 microns( for four coats) on structural steel work complete in all respects as per specifications and direction of Engineer-in-Charge. (1 kg. covers average 8 to 9 Sq. M. per coat. Including surface preparation by sand blasting/ power driven brushes.

Tonne 0.5

14. F-03

Supplying, fabricating and fixing in position M.S. anchor plates, hooks, insert plates, M.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.

Tonne 0.5

Page 132: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

132

3. SOR FOR ROUTE ACCESS PREPARATION

SN Description UOM Qty. Unit Rate Amount

1 Bush clearing

1.1 < 0.5 mtrs. M² 2000

1.2 0.5 to 2.0 mtrs M² 2000

2 Tree cutting

2.1 Small (2.0 to 5.0 mtrs high) Nos. 25

2.2 Big (Above 5.0 mtrs. high) Nos. 25

3 Dewatering

3.1 5.0 hp diesel pump, hoses & operator Hrs. 360

3.2 7.5 hp diesel pump, hoses & operator Hrs. 360

4 Earth filling & leveling

4.1 Fly ash M3 1000

4.2 Excavated earth (supply & laying) M3 16000

4.3 Silver sand M3 1000

4.4 River sand M3 1000

4.5 Debris M3 1000

4.6 Brick bat M3 1000

4.7 Sand bag Nos. 10000

4.8 Earth/soil bag Nos. 1000

5 Excavation

5.1 Manual M3 100

5.2 Machine M3 100

TOTAL

Page 133: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

133

NOTE: QUANTITIES LISTED AT PAGES SHALL STAND REMOVED FROM SCOPE IF THE EXISTING BRIDGES ARE USED.

SUMMARY OF PRICES

ITEM Sl. No.

DESCRIPTION TOTAL AMOUNT (Rs)

PART-A

Fabrication, welding and erection of pipelines & supporting structure/bridge etc. (Pipeline material free issue)

PART-B Civil work for pipeline / bridge support / pedestals

TOTAL CONTRACT PRICE

TOTAL AMOUNT IN WORDS RUPEES .........................................................................................................................ONLY.

DISCOUNT : RS..........................................................................

TOTAL AMOUNT : RS..........................................................................

TOTAL AMOUNT IN WORDS RUPEES .........................................................................................................................ONLY.

The contractor shall indicate: - (Ref. Clause No.1.1 of SCC & 11.0 of Instruction to Bidder’s)

A) Percentage of the service component on which service tax will be payable by the

contractor %………

B) Percentage of the material component on which service tax is not applicable. %…

C) Amount of service tax and rate Rs………

NAME : ……………………………………………………….

SIGNATURE OF TENDERER: ……………………………………………………

Page 134: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

134

SECTION C - SPECIAL CONDITIONS OF TENDER

1. BASIS OF OFFER

1.1. The offer shall be valid for a minimum period of 3 months (90 days) from the due

date of the tender.

1.2. The prices quoted shall remain firm without any escalation till the completion of

contract.

1.3. If the items need to be imported involving foreign Exchange the contractor shall

indicate the exchange value considered for the imports.

2. PROGRESS REPORTS

The Contractor has to submit progress reports and inspection report of their work

fortnightly and on critical items weekly to the Owner. The Contractor will also

submit Project Plan in MS Projects including Resource Planning.

3. GUARANTEES

3.1. The Contractor shall guarantee the work done until the completion of Defect

Liability Period.

3.2. A Performance Bank Guarantee shall be furnished with validity until completion

of Defect Liability Period.

4. TERMS OF PAYMENT The stages of payment for Piping Construction shall be as under:

a) 10% - laying of pipes on supports.

b) 40% - completion of all welding including fittings with proper alignment.

c) 20% - completion and furnishing of satisfactory certificates for radiography and

other NDT. ( for product pipe lines only )

d) 20% - completion of hydro test, flushing with air and first pigging after

completion of pipelines, is including handover of documents.

e) 10% as retention and will be paid only after completion of Defects Liability

Period.

5. TAXES, EXCISE DUTY AND OTHERS

1. This Contract shall function as Works Contract and shall invite the following

taxations:

• Excise Duty / VAT at actuals on entire Contract Value for supply items

• 5.60% Service Tax on full Contract Value including cost of free issue material for

installation part

Note: (A) An amount, as per relevant rules applicable to the parties, shall be

deducted from your bills as Tax Deduction at Source (T.D.S.) on Income tax

Page 135: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

135

and Work Contract. The entire relevant / necessary Certificate shall be handed

over to the contractor as per income tax rules.

2. The Contractor shall necessarily furnish the following valid documents:

i. Service Tax Registration

No. and Category of Service

ii. Income Tax Pan No.

iii. VAT Registration No. iv. PF/ESIC Registration No.

v. Labour License No.

3. Bidder shall specify the percentage and amount of Duties and Taxes separately

and add to total bill amount as required by government bodies.

4. The contractor should also attach necessary payment challans of Service Tax, PF,

ESIC etc. and monthly wages sheet to verify PF/ESIC deductions. The contractor

will be solely responsible for liabilities on account of any of the above said taxes

and duties. All your bills must be accompanied with Muster Roll / Wage Sheets.

5. An amount, as per relevant rules applicable by government bodies, shall be

deducted from your bills as Tax Deduction at Source (TDS) on Income Tax and

2% of the VAT and all the relevant documentary evidence shall be handed over to

the contractor on completion of works.

6. The Contractor’s workmen should be insured under the Workmen Compensation

Act or Employees State Insurance Act.

7. Contractor shall take contractor’s All Risk Policy of appropriate value to be

mutually agreed upon.

8. The Contractor should present all invoices to the Site Manager and get the same

certified for quantity / quality as per the terms and should include the following

details and should be signed by Authorized Signatory from contractor’s side.

9. The billing address shall be as follows: AEGIS LOGISTICS LTD.

Barkumar Chak & Jagat Chak Zone,

Haldia Dock Complex,

Durgachak, Dist. – East Midnapore

(West Bengal State)

10. The details like Service Tax Number and category; CST/VAT No if applicable, for

the invoice, Service Locations, Period of Service shall be mentioned.

11. The frequency of Running Account Bill shall be end of every month.

Page 136: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

136

12. The successful tenderer shall indemnify the Owner for all liabilities of the

contractor towards materials or wages. The final RA bill shall be settled upon

receipt of Indemnity Bond

6. INFORMATION TO BE FURNISHED BY THE TENDERER

The tenderer is required to enclose the following documents as part of his tender:- a)

Power of attorney of the signatory to the tender.

b) Details of equipment, tools and tackles proposed to be deployed at site – Form ‘A’.

c) Site organization proposed to be set up by the tenderer including bio data of site –

incharge and key personnel in the Form ’B’.

d) Exception and deviation, if any as a separate Annexure.

e) Additional and necessary informational elaborated write-up etc. (except price

figures) in regard to their offer/tender in Annexure.

f) Schedule of labour rates.

g) Details of similar work done during past Seven years Form ‘C’.

h) Concurrent commitments of the tenderer in Form ‘D’.

i) Latest Income tax clearance certificate & Solvency Certificate from a Nationalized/

RBI approved foreign bank, certifying Contractors capability to undertake the jobs

costing Rs. 2 crores and above.

j) Declaration of Understanding – Form ‘E’.

Additional Information:

1. Year of incorporation / establishment

2. VAT / CST / Excise registration number

3. PAN number

4. Any other details

Name and Address of Bidder Authorized Signatory Place and

company seal Name and designation

Page 137: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

137

SECTION D - OTHER SPECIAL CONDITION OF THE TENDER

1. The contractor shall provide, at his own cost instruments for testing, surveying,

weighing and measuring purpose at the site of work as may be necessary for

execution of the work.

2. The contractor shall construct a sample unit complete in all respect as per the

directions of the Engineer in-charge. This sample unit shall be got approved from

the Engineer in-charge before commencing the mass work.

3. The contractor shall take all preventive measures against any damage caused by

rain, snowfall, floods or any other natural calamity, whatsoever during the

execution of the work.

4. The work will be carried out in the manner complying, in all respects, with the

requirements of relevant bye-laws of the local body under the jurisdiction of which

the work is to be executed or as directed by the Engineer in-charge and nothing

extra shall be paid on this account.

5. The contractor shall comply with proper and legal orders and directions of the local

or public authority or municipality and abide by their rules and regulations and pay

all fees and charges which may be liable.

6. All materials to be incorporated in the work shall be arranged by the contractor and

shall be in accordance with the specifications laid down and instruction of Engineer

in-charge.

7. The tenderer shall use materials bearing ISI Certification Mark or equivalent unless

otherwise specified or allowed in writing by the Engineer in-charge. Any material

banned by the company shall not be used in the work.

8. The contractor shall submit to the Engineer in-charge samples of all materials for

approval. Such samples of materials which affect aesthetics of the work shall also be

got approved from the Engineer in-charge of the project before procuring bulk

supplies. These approved samples shall be preserved and retained in the custody of

the Engineer in-charge as standards of materials till the completion of the work.

The cost of such samples shall be borne by the Contractor and nothing shall be

payable on this account over the Agreement rates.

9. In case any material / work is found sub-standard the same shall be rejected by the

Engineer in-charge and the same shall be removed from the site of work within 48

hours, failing which the same shall be got removed by the Engineer in-charge at the

risk and cost of the contractor without giving any further notice and time.

Page 138: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

138

10. Even ISI or equivalent marked materials may be subjected to quality test at the

discretion of the Engineer in-charge. Whenever ISI marked materials are brought to

the site of work the contractor shall, if required by the Engineer in-charge, furnish

manufacturer’s test certificate or test certificate from approved testing laboratory to

establish that the materials procured by the contractor, satisfy the provisions of

relevant ISI / equivalent codes. The testing charges shall be borne by the contractor.

11. Other agencies doing works related with this project will also simultaneously

execute the works and the contractor shall afford necessary co-ordination for un-

hindered completion of these sub-works.

12. The contractor shall continue to maintain watch and ward to safeguard the Owner’s

property in his possession until the same is formally handed over as per directions

of the Engineer in-charge. Nothing extra over agreement rates shall be paid on this

account.

13. The contractor shall provide adequate lighting arrangements as approved by the

Engineer in-charge for carrying out the work during night time, if so required and

also provide all other facilities for the labour employed to carry out the work as per

direction of Engineer in-charge.

14. In order to achieve the targeted date of completion the contractor may have to work

in multiple shifts, round the clock and nothing extra shall be paid on this account.

15. The contractor shall get the samples of all the materials to be used, in the work

approved from Engineer in-charge before going for bulk procurement. Any delay in

getting the samples approved shall be contractor’s responsibility.

16. The contractor is supposed to abide the minimum wages act, and shall produce all

records to the Engineer in-charge or any other statutory authority as and when

called for. The Engineer in-charge does not hold any responsibility on account of

any lapses in this regard.

17. No extension of time shall be granted to the contractor on account of rains or

inclement weather conditions.

18. For any clarification/ doubt, the Engineer in-charge may organize regular meetings

with Contractor in consultation with Structural Consultant. The contractor shall

attend such meetings invariably as and when required.

Page 139: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

139

ANNEXURE-I

PROFORMA OF BANK GURANTEE

(Performance)

(On Non-Judicial For 10% of Contract Value)

To,

M/s Aegis Logistics Ltd.

1202, Tower B, Peninsula Business Park,

G. K. Marg, Lower Parel (West)

Mumbai-400013

Dear Sir,

In Consideration of the Aegis Logistics Limited (hereinafter called “the Owner” which

expression shall include its successors and assigns) having awarded to M/s

(name) (constitution)

(address) (hereinafter referred to as “the supplier/Contractor” which expression shall wherever the subject or context so permits include its successors and assigns) a supply contract in terms inter-alia, of the Owner’s

Purchase Order No. dated and the general Purchase

Conditions of the Owner and upon the condition of Supplier’s furnishing security for the

performance of the Supplier’s obligations and/or discharge of the Supplier’s liability

under and/or in connection with the said supply contract upto a sum of Rs.

(Rupees only) amount to 10% (ten percent) of the total contract

value.

We, (name) (constitution) (hereinafter called “the

Bank which expression shall include its successors and assigns) hereby jointly and

severally undertake the guarantee to pay to the Owner in Rupees forthwith on demand

in writing and without process or demur of any and all moneys anywise payable by the

supplier to the Company under, irrespective of or in connection with the said supply

contract inclusive of all the Owner’s losses and damages and costs (inclusive between

attorney and client). Changes and expenses and other money anywise payable in respect

of the above as specifies in any notice of demand made by the Owner to the Bank with

reference to this Guarantee upto and aggregate limit of Rs

Page 140: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

140

(Rupees only) And the Bank hereby agrees with the

Owner.

i. This Guarantee/Undertaking shall be a continuing Guarantee/Undertaking and

shall remain valid and irrevocable for all claims of the Owner and liabilities of the

Supplier arising upto and until midnight of . This date shall be a months from

the last date of guarantee period.

ii. This Guarantee/Undertaking shall be addition to any other guarantee or security

whatsoever that the Owner may now or at any time anywise have in relating to

the Supplier’s obligations/liabilities under and/or in connection with the said

contract, and the Owner shall have full authority to take recourse to or reinforce

this security in preference to the other security(ies) at it sole discretion, and no

failure on the part of the Owner in enforcing or requiring enforcement of any

other security shall have the effect of releasing the Bank from its full liability

hereunder. iii. The Owner shall be at liberty without reference to the Bank and

without affecting the full liability of the Bank hereunder to take any other security

in respect of the supplier’s obligations and/or liabilities under or in connection

with the said supply contract and to vary the terms vis-à-vis the supplier of the

said supply contract or to grant time and/or indulgence to the supplier or to

reduce or to increase or otherwise vary the prices of the total contract value or to

release or to forebear from enforcement of all or any of the obligations of the

supplier under the said supply contract and/or the remedies of the Owner under

and other security(ies) now or here-after held by the Owner and no such

dealing(s), variation(s), reduction(s), increase(s) or other indulgence(s), or

arrangement(s) with the supplier or release or forbearance what-so-ever shall

have the effect of releasing the Bank from its full liability to the Owner hereunder

or of prejudicing rights of the Owner against the Bank.

iv. This Guarantee/Undertaking shall not be determined or affected by the

liquidation or winding up, dissolution, or charge of constitution or insolvency of

the supplier but shall in all respects and for all purposes be binding and operative

until payment of all moneys payable to the Company in terms hereof

v. The bank hereby waives all rights at any time inconsistent with the terms of this

Guarantee/Undertaking and obligations of the Bank in terms hereof shall not be

anywise affected or suspended by reason of any dispute or disputes having been

raised by the supplier (whether or not pending before any Arbitrator, Officer,

Tribunal or Court) or any denial or liability by the supplier of any other order or

communication whatsoever, by the supplier or preventing or purporting to stop

or prevent any payment by the bank to the Owner in terms hereof.

Page 141: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

141

vi. The amount stated in any notice of demand addressed by the Owner to the

Guarantor as liable to be paid to the Owner by the supplier or as suffered or

incurred by the owner on account of any losses or damages of costs, charges

and/or expenses shall as between the Bank and the Owner be conclusive of the

amount so liable to be paid to the Owner or suffered or incurred by the Owner, as

the case may be, and payable by the Guarantor to Owner in terms hereof.

Yours faithfully,

Page 142: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

142

FORM ‘A’

AEGIS LOGISTICS LIMITED

NAME OF WORK:

FABRICATION & ERECTION WORK FOR JETTY PIPELINE WORK AT HALDIA

PORT

NAME OF TENDERER:

DETAILS OF EQUIPMENT, TOOLS, TACKLES ETC (FORM-A)

Tenderer shall submit herein details of equipment, tools, tackles etc required to perform

the work and shall note in each case whether the same is (a) already owned by tenderer

and available for use on his contract,(b) anticipated to be hired by contractor or (c)

anticipated to be purchased by contractor. In case of (a), present location shall be stated.

In case of (b) and (c), location of hirer or supplier shall be stated.

No. of

items

Description

& Capacity

Make,

Model

Year of

manufacture

Category (a) or (b) or (c) above

Location Remarks

if any

1. Contractor agrees to augment the above chart with additional number /categories of

equipment, if required to complete the work within the agreed time schedule of

completion as directed by the Site – In – Charge.

Page 143: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

143

FORM B

AEGIS LOGISTICS LIMITED

NAME OF WORK:

FABRICATION & ERECTION WORK FOR JETTY PIPELINE WORK AT HALDIA

PORT

NAME OF TENDERER:

PROPOSED SITE ORGANISATION

The tenderer is to indicate here the proposed site organization he proposes to set up at

each site for execution of the work. It is understood that this will be augmented from

time to time depending on the requirements for timely completion of work, as directed

by site in charge.

Note:

Bio-data of Site –In-Charge and key personnel proposed to be posted for this job should

be attached.

A Planning Engineer for scheduling card monitoring of the work, of the tenderer will be

associated full time for the entire duration of the work.

Page 144: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

144

FORM –C

NAME OF WORK:

FABRICATION & ERECTION WORK FOR JETTY PIPELINE WORK AT HALDIA

PORT

NAME OF TENDERER

Details of Similar Works done during past Seven Years

S

N

Full Postal

address of the

Client & Name

of Officer-

in charge

Description

of the Work

Value of

the

Contract

Comme

ncement Date of Work

Actual

completio

n time

Year of comple tion

Remar

ks

1 2 3 4 5 6 7 8

Signature of Tenderer

Page 145: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

145

FORM-D

NAME OF WORK:

FABRICATION & ERECTION WORK FOR JETTY PIPELINE WORK AT HALDIA

PORT

NAME OF TENDERER :

Concurrent Commitments of the Tenderer

S

N

Full Postal address of the client &

Name of

Officer-in

charge

Descriptio

n of

the Work

Value of

the

Contract

Date of commenc ement of

Work

Schedule

d

completio

n time

% of

comple

tion

Expecte

d date of

complet

ion

1 2 3 4 5 6 7 8

Page 146: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

146

FORM E

Declaration of Understanding

I / We hereby declare that we have read and understood the scope and specifications in

every minute detail. The Site Conditions are verified and the rates quoted are in

adherence to statutory and site conditions.

The Standards referred in the Tender Specifications are also been reviewed and

understood prior to bidding. Upon being awarded, we shall execute the complete

Contract with total satisfaction to the Owner.

The deviation request has been presented for items deemed needful.

This understanding is being endorsed by us even on behalf of the Sub-Contractors,

Vendors, and JV partners.

Authorized Signatory

Page 147: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge

DRAWINGS AND DOCUMENTS

All rights reserved

Page 148: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 149: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 150: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 151: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 152: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 153: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 154: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 155: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 156: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 157: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge
Page 158: AEGIS LOGISTICS LIMITED Unit No. 1202, 12th floor, Tower B ...b) Unloading and transportation of items (Piping). c) Fabrication, welding and erection of pipelines & supporting structure/bridge