1.project management 19.03.09
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INTRODUCTION
Sound Project Management from concept to commissioning is the key to
success. When any project is taken up, each and every phase right from
inception till the final completion must be thoroughly, effectively andtightly controlled so that each successive milestone achieved in timecontributes to building the blocks of ultimate success in fulfillment of
desired objectives. Leading organizations in the world achieve success in
Project management by controlling the following four factors through all
phases of a project in order of priority.
1. Safety,
2. Quality,
3. Time and
4. Cost.
Basics of a Project:
1. Eco Friendly: Every project must incorporate requiredenvironment protection measures and meet the norms.
2. Competitive: The project must be competitive when comparedagainst similar projects being done by others in the field.
3. Project Cycle Time: With borrowed capital, reduction in projectcycle time goes a long way in reducing the project cost by way of
reduction in interest during construction.4. Efficiency in Operations: Basic design of the project must aim at
highest levels of efficiency in operations to fully justify time moneyand effort put in to build the project.
5. Quality and Safety: Without the high standards of quality andsafety in execution, no project can be successful.
6. Customer Expectations: Above all, ultimately, a project must beable to meet expectation of its Techno-economical viability.Projects must clearly establish this basic requirement.
7. Reliable Technology: Use of proven and reliable technology isessential for any project, to be called successful.
Trends, Issues and Critical Success Factors:
Following factors contribute to success of projects.
1. Clear Vision and Project Objectives: aims and objectives of theproject need to be clearly defined to set the right direction andtone to enable accurate assessment of benefits derived on projectcompletion.
2. Strategic and Detailed Project Planning: Detailed work
breakdown structure and integrated work plans need to be developed inthe beginning itself. Care is to be taken so that time estimation fordifferent activities remains as accurate as possible.
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3. Dynamic Leadership: Similar to importance of the role of a good
captain in any game, role of dynamic leadership for a project isimportant. Positive, bold, timely and quality decisions taken by
them to steer a project towards success are very important factors.
4. Committed, Dedicated and Competent Team: Every projectrequires teamwork, close coordination and unidirectional efforts to
create a synergy. Along with hard work, required level of technicaland managerial competence in team members is essential.
5. Integrated Project Management Systems: Putting a sound
project management system, which is capable of integratingmultifarious, and multi agency activities being done in parallel is
required to ensure synchronism and converging of activitiestowards one common goal of project completion. This systemshould be able to organize, multi level planning and monitoring ofproject activities as per the requirement.
6. Project Cost Control: Effective built in measures to ensure
control of cost both in design and execution phases of a project areessential.
7. Owner's Involvement: Deep involvement of owner at every step
to see that above system functions to its full potential is must in
any project management. Elaborate systems and procedures alone
cannot guarantee any results unless they are effectively
implemented and every step is followed till its logical conclusion.8. Handling of Emergencies and Surprises: Mid course
corrections would be required to take care of any interim delays.
Applying what if logic to anticipate project surprises, assessment
of risks and putting in place a Risk Control and Mitigation
Plan is necessary. Adequate safety and fire protection measures
should also be a part of project execution.
Clarity in Contract Management: Large projects require handling of
major contracts. Following aspects are crucial to manage these
contracts. Optimization of contract packages for effective and fasterimplement-tation. Here, scope of entire project is coveredunder mutually exclusive packages.
Framing of qualification requirements to ensure competitionfrom competent agencies.
Broad based specifications to generate competition.
Clearly defined evaluation criteria and selection of agenciesbased on price and capability consideration.
Tie up of work programme and quality plans withcommitment of matching resources as part of contract.
Dispute resolution mechanism, introduction of incentives andpenalties.
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Mechanism for early closing of contracts after workcompletion.
Sound Engineering Practices: Major projects require a very strong
engineering support. Aspects related to engineering to be taken care
include
Up front engineering to maximum possible extent,
Standardization of plants and layouts,
Standardization of equipment,
Design automation,
Design simplification and reduction in number of components
and
High reliability of overall process, sub systems andcomponents.
Quality Assurance:
Control of quality from raw material stage.
Control of quality during manufacturing stages for major and
critical equipment with stage and final inspections at pre
determined check-points.
Quality assurance for field activities.
Strong Infrastructure Base: Many projects have been delayed due to
weak
infrastructure. It needs to be ensured that basic infrastructure of roads;
power, water, and tie up for raw material like steel and cement are made
before start of main construction for large projects. Project team and
team leader should be in position well in time. This will ensure
expeditious completion of the project.
Construction Technology: Choice of latest construction technology
helps both in safe execution as well as results in substantial saving interms of time. It also helps in improving quality of construction and
ultimately results in saving of costs. It is better if methodology to be
adopted for construction and erection is worked out, discussed and
decided in advance.
Resources: Inadequate resources spell certain delay for any project
execution. Adequate resources of men and material are essential in all
the phase of project like engineering, procurement and construction.
Manufacturing and Production: Detailed manufacturing plans,
advance tie up for raw material, timely engineering inputs, adequate in-
house facilities for manufacturing, outsourcing as per need are some of
the important factors that control timely supplies. Following can further
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help in this stage of project.
Timely procurement of bought out items,
Improved productivity through technology up gradation,
Dispatch of modular units in place of individual components,
Improved packing to minimize transit damages and Faster transportation tie ups.
Control and Monitoring: Close follow up and expediting at all levels
based on exception is essential in all the phases of the project. Every
team member must do it in his respective area with a sense of urgency
and ownership. Increased use of Information technology in this
area will help in faster work. Effective implementation of integrated
project management systems is essential for the desired output. Regular
audit and continuous improvement of these systems is essential for thedesired output and to keep pace with the changes.
Fund Management: Interruption in flow of adequate funds will
jeopardize the progress of any project. Performance linked budget
projections and their regular monitoring helps in better management.
Safety in Construction: During execution of any project, accidents of
any type will lead to delays, Danger or loss of human lives is to be
avoided at any cost. It can be checked with the following measures.
Built in safety clauses in contracts.
Adequacy of required skills in workers for that particular type
of job.
Availability of protective equipment.
Proper working conditions.
Adequate supervision.
Owners insistence for importance of safety.
Suitable incentives and penalties.
Smooth Transition to Normal Operation: A project is complete only
when it goes in normal operation phase and desired level of output in all
parameters is achieved on a sustained basis. Hence, momentum of first
start up of any project is required to be carried forward till this is
achieved.
Backward and Forward Integration: Completing a project in
isolation may not deliver results if it is a part of chain of projects. In suchcases, backward and forward integration to march the schedules of other
connected projects is essential to be constantly monitored.
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3. Nominated Tenders: For minor works at rate contract rates or
approved schedule Rates from reputed firms.
Important Terms and Conditions of Open Competitive Bids:
Extracts of Instructions to Bidders (ITB), General Conditions of Contract, and
General Conditions of Erection (GCE) are given in the Annexure-3. The projectmanagers shall go through the terms of contract and if any clarifications arerequired the same shall be obtained from the owner before tendering for thework. The terms of contract shall be considered while tendering and planningthe works for completion as per the targets given.
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PLANNING
Activities involved in substation erection and the approximate
duration required:
Sl.No. Major Activity
Year- 1
Months1 to 12
Year-2
Months1 to 12
Year-3
Months1 to 12Pre-award Activities
A Project Planning1. System studies 1-22. Land acquisition 1-33. Leveling and compacting 2-54. Finalize design and specifications 2-55. Award of contract 5-10Post-award Activities
B Civil works6. Civil drawings 10-127. Site office and store 10-128. Marking layout 11-129. Roads 11-12 1-210. Fence and gate 11-1211. Foundations of buildings 11-12 1-212. Control room and other buildings 10-12 1-6
13.Foundations for transformerand structures
10-12
14. Earth mat work 10-12 1-215. Cable trenches 1-416. Finishing and interface work 1-4
C Supply of Materials17. Supply of structures 10-12 1-4
18. Equipment manufacture and supply 10-12 1-819. Storage of materials received 10-12 1-820. Erection Activities21. Transformer erection 1-422. Main structure 10-12 1-623. Overhead shielding 6-824. Busbar stringing 6-10
25. Equipment support structures 4-8
26.
Station auxiliariesi. Station transformerii. Diesel generatoriii. Communication facilities
iv. Personal computer facilityv. Battery and chargervi. AC/DC distribution boardsvii. Illuminationviii. Fire fighting system etc.
10-12 1-6
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27.Equipment erection in theswitch yard
8-12 1-2
28. Earth risers 10-12 1-3
29.Equipment erection in thecontrol room
8-12 1-4
30. Jumpering to equipment 2-3
31. Cable laying and terminations 8-12 1-432. Testing and commissioning 3-5
33.Handing over for operation andmaintenance
6
PERT (Programme Evaluation and Review Techniques) and
Critical Path Analysis:
For construction of 220 /132 kV Substation with 2 Nos. 100 MVA Transformers, 2 In-coming and 2 Out-going 220 kV feeders, and 4Nos. 132 kV feeders. The project completion period given is 18 months.
Analysis of Activities (AOA):
Activity
NameActivity Description
Immediate
Preceding Activity
Activity
Duration
Months
EarlyFinishTime
Pre-award activities
(1, 2) A Land Acquisition 3 2
(2, 3) B. Infra Structure Facilities A (1, 2) 3 2
(2, 4) C. Design and Engineering B (2, 3) 2 2
(2, 5) D. Leveling C (2, 4) 3 2
(4, 6) E. Tendering & Award ofcontracts
for materials and erectionworks
C (2, 4) 5 4
Post -award activities
(6, 7) F. Works on Control room andother buildings
E (4, 6) 8 8
(6, 8) G. Supply of structures(Towers ,
Booms ,and Equipmentstructures) and earthing
material
E (4, 6) 6 6
(6, 9)H. Foundations in Switch yard E (4, 6) 8 5
(6, 10) I. Erection of Towers , Boomsand
equipment structuresG (6, 8 ) 9 4
(6, 11) J. Supply of out-door andin-door Equipment
E (4, 6) 8 8
(9, 12)K. Earth mat laying H (6,9) 2 2
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(10,13)
L. Stringing and clipping I (6, 10) 2 2
(14,15)
M. Erection of Out-doorEquipment
J (6, 11) 4 3
(15,
16)
N. Jumpering L (14, 15) 2 1
(7, 17)O. Erection of in-door Equipment J (6, 11) 5 3
(17,18)
P. Cable laying and terminations O (7, 17) 3 3
(18,19)Q.Testing and commissioning P (17, 19) 2 2
Analysis of Activities (AOA):
Time Analysis: Forward Pass
Time Analysis: Backward Pass
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Time Analysis: Critical path:
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PRE AWARD ACTIVITIES
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RESOURCES REQUIRED
Men MoneyTools and
PlantMaterials
Engineers for
1. Planning,
2. Designing,
3. Materialprocurement,
4. Supervision ofWorks,
5. Testing andcommissioning,
6. Monitoring.
Accountants for
1. Arranging funds
2. Billing
3. Accounting
Constructiongangs for
1. Leveling.
2. Excavation,foundations.
3. Erection ofstructures.
4. Stringing.
5. Equipmenterection.
6. Testing andcommissioning.
Fundsrequired for
1. Procurement of requiredtools andplant
2. Procurement of requiredmaterials
3. Salaries toregularemployees
4. Regularflow offunds forpaymentstoconstructiongangs
Tools andplantrequired for
1. Leveling
2. Excavation,foundations
3. Erection ofStructures
4. Erection ofEquipment
5. Stringing
6. Testingequipment
Vehicles
Trucks,Tractors withTrailers, Mobilecrane
1. Cement,
2. Coarse &fineaggregate,
3. Reinforcement steel
4. Foundation Bolts withnuts
5. Structures
6. Bolts & nuts7. Earth wire &
accessories
8. Conductor &accessories
9. Insulators & hardware
10.Earthing materials
11.Transformers
12.Circuit breakers
13.Isolators
14.CTs
15.PTs
16.CVTs
17.LAs
18.Control and Relaypanels
19.AC /DC distributionboards
20.Batteries and chargers21.Marshalling boxes22. Cables Lighting
23. fixtures-In-door andout-door24.Fire fighting system
Resource Analysis
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Personnel:
Activity
NameActivity Description
Required number of
Engineers
SkilledWorke
rs
Gangswith 10Person
sPre-award Activities
(1, 2) A Land Acquisition 1 10
(2, 3) B. Infra Structure Facilities 2 10 10
(2, 4) C. Design and Engineering 3 - -
( 2, 5) D. Leveling 1 5 5
( 4, 6) E. Tendering & Award ofcontracts for materials and
erection works
3 - -
Post -award Activities
(6, 7) F. Works on Control room andother buildings
2 10 10
(6, 8) G. Supply of structures (Towers ,Booms, and Equipmentstructures) and earthingmaterial
2 2 2
(6, 9) H. Foundations in Switch yard
2
5 5
(7, 10) I. Erection of Towers , Boomsand
equipment structures3 3
(11,12)
J. Supply of Out-door andin-door Equipment
1 2 2
(9, 13)K. Earth mat laying
3
5 5
(10,14)
L. Stringing and clipping 4 4
(15,16)
L. Erection of Out-doorEquipment
5 5
(16,17)
M. Jumpering 2 2
(7, 18)O. Erection of In-door Equipment 2 4 4
(17,19)
P. Cable laying and terminations3
5 5
(19,20)Q.Testing and commissioning 10 3
Cost Estimates:
The cost estimates per bay of different bays in the EHV Substations are
given in the Annexure-2 for reference. These may be updated as andwhen required. Based on the same the total cost of substation is worked
out and funds requirement is analyzed.
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Cost Estimate (in Rs. Lakhs):
Sl.N
o.Details of Bay No. of Bays
Cost per
BayTotal Cost
1. 220 kV Transformer
bay 2 300 6002. 220 kV Feeder bay
4 130 520
3. 132 kV Feeder bay4 60 240
4. Bus coupler bay andother substationequipment ,materialsetc.
350 350
5. Total estimated cost1710
FUNDS REQUIRED
Activity
NameActivity Description
Requirement pattern -
months
Fundsneeded
(Rs. Lakhs)
(1, 2) A Land Acquisition 1-2 40(2, 3) B. Infra Structure Facilities 2-3 40(2, 4) C. Design and Engineering 2-3 10(2, 5) D. Leveling 2-4 10(4, 6) E. Tendering & Award of
contracts for materialsanderection works, approvalof manufacturing qualityplans.
2-5 10
(6, 7) F. Works on Control roomand other buildings 6-12 60
(6, 8) G. Supply of structures(Tower Booms, andEquipment
structures) and earthingmaterial
6-14 100
(6, 9) H. Foundations in Switchyard
6-16 50
(7, 10) I. Erection of Towers,
Booms and equipmentstructures 9-18 50
(11,12)
J. Supply of out-door andin-door Equipment 8-20 1200
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(9, 13) K. Earth mat laying 9-16 20
(10,14)
L. Stringing and clipping18-21 20
(15,16)
L. Erection of Out-doorEquipment 20-24 30
(16,17)
M. Jumpering 21-22 10
(7, 18) O. Erection of in-doorEquipment 18-24 20
(17,19)
P. Cable laying andterminations 24-26 20
(19,20)
Q.Testing andcommissioning
26-28 20
Funds Flow Analysis:
Month
FundsRequired(Rs.Lakh
s)
1. 15
2. 50
3. 20
4. 20
5. 20
6. 207. 100
8. 100
9. 100
10. 100
11. 100
12. 100
13. 100
14. 100
15. 10016. 100
17. 100
18. 100
19. 40
20. 40
21. 40
22. 40
23. 40
24. 40
25. 40
26. 40
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27. 40
28. 15
Sources of Finance:
Owners Support:
1. Advance payment: The OWNER shall support the contractorby paying advance to cover contract front end expenditure suchas mobilization, early engineering work, and payments tosubcontractors, commission and insurances. Such advances willbe of the order of 10% to 20%.
2. Progressive payments: Payments for the supplies made anderection works shall be made within stipulated time withoutdelays to enable the contractor achieve progress to meet thetargets. The measurements of work, passing of the bills shall notbe delayed by the OWNER in the interest of smooth progress of
works.3. Retention amounts: The retention amounts kept by theOWNER from the progressive bills may be released to thecontractor as per the contractual terms without delay, as this willact as incentive for the contractor to finish the works.
4. Redemption of Bank Guarantees: The contractor will befurnishing the Bank guarantee for 5 to 10% value of the contracttowards proper performance of the contract. The contractor shallbe cautious while signing the guarantee and avoid wordingswhich enable the OWNER to get the BG redeemed on firstdemand without referring the contractor.
5. Documentation for payments: The documents to be
presented for payment shall be as simplified as possible to
avoid delays in release of payments due to misunderstanding.
Export Credits:
Export credit agencies are generally set up or sponsored by thegovernment with the primary function of encouraging the export ofmanufactured goods.
The criteria to be satisfied for obtaining support from export creditagencies:
Majority of equipment and services originate from theagency country,
Financial soundness and reputation of contractingorganization,
Financial soundness and reputation of OWNER organizationand
The category status (based on the GNP per capita inflation,stability etc.) of the Owners country.
Commercial Loans:
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These are often linked to export credits.
Development Aid:
In the case of developing countries Asian Development Bank, EuropeanDevelopment Bank, World Bank etc. provide Funding for the approved
projects to the utilities with certain conditions. The Bank may paydirectly to the contractor against documents.
It is important to see that the payments towards the supplies
made and the erection works completed are received from theOWNER promptly for meeting the expenditure incurred so that
the works will progress uninterrupted.
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CRASHING ANALYSIS
Thus crashing involves crashing the critical activities.
Crashing of the project time may be required when the Transmission
Lines are ready to get benefits from the project early. It involvesadditional funds and men at appropriate time.
Time estimate in the Critical Path Method does not take into accountthe uncertainties or probabilities. The time estimates are single timeestimates and no range of time duration is considered. Considering theuncertainties the expected time for an activity can be worked out asbelow.
Expected Time (Te) = (T0+4 Tml+Tp) / 6
Where T0=Optimistic time
Tml=Most likely time
Tp=Pessimistic time
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Standard deviation = (Tp- T0) /6
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PROJECT REVIEW
The following schedules are also to be made for monitoring the works
1. Schedule for finalizing sub-contracts,2. Cash inflow and cash outflow schedules,3. Billing schedules,
4. Schedule of submission and approval by concerned
i) Drawings
ii) Field quality plansiii) Documents
5. Schedule of receipt of equipment at site,
6. Schedule for inputs from other sources,
7. Communication facilities, Telephone, Telex, Wireless, Fax and
8. Personal computer facility
The process flow chart of various activities relating to the substation isat Annexure 4.
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The progress achieved against the programme shall be received andnoted on the Bar chart prepared for the specific project. The typical bar
chart for a 220 kV substation is at Annexure - 1.
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ADMINISTRATIVE WORKS
The project execution comprises the following important administrative works
i Finalizing contractual terms and conditions,
ii Arranging bank guarantees required,
iii Sub-contracting, obtaining manufacturing quality plans from
the suppliers and finalizing,
iv Inspection of equipment during manufacture and witnessingtests before dispatch,
v Getting test reports for the equipment and material, obtaining
approvals from the customer and obtaining dispatch instructions from
the customer,
vi Documentation,
vii Resource mobilization,
viii Work supervision,
ix Coordination with consultant, customer, sub-contractors, andproject managers at site and
x Wages, housing and personnel matters.
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Documentation:
The project management group shall look after the documentation work
as it is the most important activity. Following are the importantdocuments.
List of drawings of civil works
List of tools and plant for erection
List of material and equipment
Substation single line drawing
Detailed structural lay out drawing
Plan showing the Cable trenches, earth mat, earth pits andFoundations for structures
Drawings and bills of material for the main structures andequipment support structures
Guaranteed technical particulars of equipment and materials
Manuals for equipment erection and testing
Field quality plans for civil and electrical works
Standard specifications for all equipment, materials and works
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RECEIVING EQUIPMENT/MATERIALS AND STORAGE AT
SITE
The equipment and materials are generally transported to site by road
by lorries and tractor trailers. Special precautions are to be taken in
transporting heavy over dimensional consignments. Necessary prior
permits are to be taken from the road transport authorities fortransporting the following heavy and over dimensioned equipment.
Transformer tanks
Reactor tanks
Air- core reactors
400 kV bushings
Diesel generator set
Tanks for oil storage
Cooling equipment
Large welded structures etc
In case of galvanized steel structures, short simple members are
resistant to transit damage. Large welded structures are likely to bebent during transit, unloading. These can be straightened easily at site.A 100% bolted design is more resistant to transport damage than
welded designs or semi-bolted (ladder) designs.
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When transporting steel structures, these must be loaded in such away that white rust will not develop. This is best done by avoiding deck
loading and by using spacers to allow air circulation between the layers.
Unloading:
The following equipment is required at site for unloading the equipment/materials from the truck or tractor trailer.
Mobile crane
Fork lifters
Derrick crane
Slings, pulley blocks
The unloading and storage shall be supervised carefully to avoid damages.
Inspection on Arrival at Site and Insurance Claims:
The packing cases are inspected for transit damage. In case of anydamage, the matter is reported to the supplier and insurance company.
The insurance claim is lodged. The surveyors of the insurance company
conduct survey and assess the extent of the transit damage.
Transport damages should be attended within one week of arrival atsite. It is advisable to decide in advance which insurance inspection
authority one has to report to.
Insurance policies are taken by Project Management Group from head
quarters from experienced insurance company. For substation contractsAll Risk storage-cum-Erection Policy is preferred. It covers entire civil,
erection, commissioning work up to handing over to customer. All the
equipment, civil works are covered. Equipment insurance claims are
identified as
During Transport (Generally in separate transit policy)
During Storage
During Erection
During Commissioning
Damaged items should be segregated and kept for insurance survey.Packing case no., item no., date of arrival, transport truck no., details ofdamages should be noted and kept for surveyors. Photographs of
damaged packages should be taken.
Storage:
Three categories of stores are necessary for substation equipment:
Outdoor Fenced Store:
The outdoor storage area should be above maximum flood level, and
free from damp, mud etc. The approached road from the main road andto the substation should be firm and adequate. The necessary handlingequipment should be available.
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Indoor Closed Store:
Indoor storage building should have sufficiently large storage area andsufficiently large doors on road side and substation side. It should bewell ventilated and well lighted. There should be proper watch andward. Transformer oil brought in tankers should be stored in specially
built tanks. The oil drums should be stored as per recommendations ofthe supplier.
Storage room for instruments and special equipment should also beplanned.
Fire fighting arrangements must be adequate. Guidelines by insurance
company shall be followed.
INTERFACE BETWEEN CIVIL WORKS AND COORDINATIONBETWEEN VARIOUS ERECTION WORKS
The following activities have a close interaction between civil works and
erection works. Very close liaison between various groups is essential
from design to handing-over stages.
Foundation drawings
Cable trench drawings
Wall openings for air conditioning work
Piping through wall
Illumination work
Sound absorption techniques used
Vibration control
Earthing system
Piping for Fire Fighting System etc.
There must be coordination between various works as mentioned belowso as to meet the target date of commissioning the substation.
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i) Foundations for main structures and equipment support structuresshall be completed in order to take up erection of structures.
ii) The transformer plinth shall be completed before the transformertank arrives at site so as to keep the transformer on the plinth directly.
iii) Temporary yard lighting must be done to facilitate erection worksduring nights if necessary
iv) All the structural parts, bolts, nuts and washers for columns shallbe received before the other structural materials.
v) By the time the columns are erected, the booms must be availablein complete shape at site for erection.
vi) The ground wire, insulators, hardware, clamps & connectors,
busbar conductor must be available by the time erection of main
structures is completed.
vii) The cable trenches and the marshalling boxes must be completedbefore laying the earth mat.
viii) The equipment structures shall be erected after erection of main
structures in order to erect the equipment on the structures.
ix) After all the equipment is erected in a bay, jumpering shall be
made from equipment to equipment and equipment to the cross bus
/main bus/transfer bus.
x) In the control room the cable trenches and cable racks shall beready for taking up the cable laying.
xi) The battery and battery charger are to be erected and
commissioned. The AC/DC distribution boards shall be erected andnecessary connections made from the incoming sources and to the
various substation equipment.
xii) The earth mat shall be ready by the time the equipment is erected
so that risers are given to the equipment and structures.
xiii) All the control and relay panels are to be erected for cabling. On
completing the cable trenches the cables are to be laid andterminations made as per the approved drawings.
xiv) Fire fighting equipment shall be available even before thematerials arrive at site and the fire fighting system for protectionof main substation equipment shall be installed beforecommissioning the switch yard.
xv) Testing of equipment can be taken up after cable terminations tocontrol and relay panels and AC/DC panels.
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Bar chart showing Programme and Progress of 220 kV Substations
Duration in QuartersSl.No
.Task Name 1 2 3 4 5 6 7 8 9 10
1. Land acquisition 2. Leveling 3. Infrastructure 4.
Design andEngineering
5. Tendering 6. Foundations 7.
Supply ofstructures
8.
Erection ofstructures
9. Earth mat 10.
Stringing
11.
Supply ofEquipment
1 Control room and
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ANNEXURE - 1
BAR CHART
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other buildings
13.
Equipmenterection in out-door yard
14.
Jumpering
15
.
Earth risers
16.
Erection of in-door equipment
17.
Cable laying andterminations
18.
Testing andCommissioning
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ANNEXURE - 2
400 kV Substation Detailed Quantities and Cost Estimates
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Per Bay Quantities Per Bay Costs - Rs Lakhs
ItemDescription of Work
Rs LakhsRequi-
redPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reac-tor
220 kVLineBay
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400 kV Substation Detailed Quantities and Cost Estimates
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs Lakhs Requi-redPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
-Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
ItemDescription of
Work
Rs LakhsPer Bay Quantities Per Bay Costs - Rs Lakhs
Requi-redPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reac- tor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
Per Bay Quantities Per Bay Costs - Rs Lakhs
ItemDescription of
Work
Rs LakhsRequiredPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
Item Description of Work
Rs Lakhs Per Bay Quantities PerBay Costs - Rs
Lakhs
RatePer
RequiredPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs Lakhs
RequiredPerS/S
400/220kV TFBay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs Lakhs RequiredPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
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Per Bay Quantities Per Bay Casts - Rs Lakhs
Item Description of Work
Rs Lakhs RequiredPerS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of WorkRs Lakhs Requi
redS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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400 kV Substation Detailed Quantities and Cost Estimates
ItemDescription of
Work
Per Bay Quantities Per Bay Costs - Rs Lakhs
Rs Lakhs Required perS/S
400/220 kV
TF Bay
400kV
LineBay
400kV
Reactor
220kV
LineBay
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220 kV Substation Quantities and Detailed Costs Estimates
Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of WorkRs Lakhs Required
per S/S
220/132kV TFBay
220 kVLineBay
132 kVLineBay
Required PerS/S
220/132kV TFBay
220kV
Line
132kV Line
BayRate Rat
1 TF 100 MVA, 220/132 kV 150.00 Each 1 150
Spares 3.00% 5
CST 4.00% 6
Transport and insurance 6.00% 9
Erection charges 6.00% 9
2Switchgear including cableconnections
a Circuit breakers
i) 220 kV 15.00 Each 1 1 1 15 15 15 0
ii) 132 kV 8.60 Each 1 1 0 9 0 9
b Current Transformers
0 220 kV 3.00 Each 6 3 3 18 9 9 0
ii) 132kV 1.30 Each 3 3 0 4 0 4
c Capacitor Voltage -
i) 220 kV 3.00 Each 6 3 18 0 9 0
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220 kV Substation Quantities and Detailed Costs Estimates
220 kV Substation Quantities and Detailed Costs Estimates
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs LakhsRequire
d perS/S
220/132kV TFBay
220kV
LineBay
132 kVLineBay
Required PerS/S
220/132kV TFBay
220kV
LineBay
132kV
LineBay
Rate
Per
ii) 132 kV 1.70 Each 3 0 0 0 5
d Potential Transformers
i) 220 kV 2.50 Each 6 15 0 0 0
ii) 132 kV 1.00 Each 3 3 0 0 0
e Isolators
i a) 220 kV w/o E/S 3.00 Each 2 2 2 6 6 6 0
i b) 220 kV c/w E/S 3.00 Each 2 1 6 0 3 0
ii a) 132 kV w/o E/S 1.90 Each 1 1 0 2 0 2
ii b) 132 kV c/w E/S 1.90 Each 1 1 2 0 0 2
f Lightning Arresters
i) 220 kV 1.00 Each 3 3 0 3 3 0
ii) 132 kV 0.40 Each 3 3 0 1 0 1
g Busbar earthing switch 4.00 Each 6 24 0 0 0
h Control and relay panels
220 kV side
i) Line bay with D.R. & F.L. 12.0 Set 1 0 0 12 0
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs Lakhs Required
Per S/S
220/132kV
TF Bay
220kV
LineBay
132 kVLineBay
Required
Per S/S
220/132kV
TF Bay
220kV
LineBay
132kV
LineBay
Rate Per
ii) Transformer 7.30 Set 1 0 7 0 0
iii) Bus coupler bay 3.50 Set 1 4 0 0 0
v) Busbar protection 8.80 Set 1 9 0 0 0
132 kV side
i) Line control relay panels 4.70 Set 1 0 0 0 5
v) Event logger (500 points) 9.00 Set 0 0 0 0 0
i Busbar, jumpers, isolators, earth
connectors, clamps, connectors,
i) 220 kV bays 4.00 Bay 1 1 1 4 4 4 0
ii) 132 kV bays 3.00 Bay 1 0 0 0 3
Spares 3.00 4 2 2 1
CST 4,00 5 2 2 1
Transport and insurance 6.00 7 4 4 2
Erection charges 6.00 7 4 4 2
3Scada & Telecom
220 kV Substation Quantities and Detailed Costs Estimates
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs LakhsRequire
dPer S/S
220/132kV TFBay
220kV
LineBay
132 kVLineBay
Required PerS/S
220/132 kV
TFBay
220kV
LineBay
132kV
LineBay
Rate
Per
a)Optical Fibre terminalequipment
33.00
Bay 0 0 0 0 0
b) 220 kV Bays: PLCC 20.0 Bay 1 0 0 20 0
Spares 3.00 0 0 1 0
CST 4.00 0 0 1 0
Transport and insurance 6.00 0 0 1 0
Erection charges 6.00 0 0 1 0
4 Other Material
a) Power and control cables
i) 220 kV bays 2.00 Bay 1 1 1 2 2 2 0
ii) 132 kV bays 1.50 Bay 1 0 0 0 2
b) Steel structuresi) 220 kV bays (MT) 0.32 MT 86 43 43 28 14 14 0
ii) 132 kV bays (MT) 0.32 MT 32 0 0 0 10
c) Grounding and earthing
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs Lakhs Required
Per S/S
220/132kV TFBay
220kV
LineBay
132 kVLineBay
Required PerS/S
220/132kV TFBay
220kV
LineBay
132kV
LineBay
Rate
Per
220 kV bays 1.20 Bay 1 1 1 1 1 1 0
132 kV bays 0.90 Bay 1 0 0 0 1
d) Battery & charger 2.50 Set 1 3 0 0 0
Spares 3.00 1 1 1 0
CST 4.00 1 1 1 1
Transport and insurance 6.00 2 I 1 1
Erection charges 6.00%
2 1 1 1
5 Miscellaneous items
a)*
Fire fighting equipment 8.00 - LS 3
b) Electricity system 2.50 - LS 3
c) Transformer rail track 4.00 - LS 4
d) Lighting 1.50 - LS 2
e) Diesel set 9.00 - LS 9
f) Mobile crane 15.00
- 0 0
220 kV Substation Quantities and Detailed Costs Estimates
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Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work
Rs Lakhs Required
Per S/S
220/132kV TFBay
220kV
LineBay
132 kVLineBay
RequiredPer S/S
220/132 kVTF Bay
220kV
LineBay
132kV
LineBay
Rate
Per
g) A/C plant 3.00 - LS 3
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h) Fencing 0.30 - LS 0
i) Concrete for foundations
i) 220 kV bays 0.90 Bay 1 I 1 1 1 1 0
ii) 132 kV bays 0.70 Bay 1 0 0 0 1
j) Synchronizing (.roily 0.75 0 0 0 0 0
k) Station transformers 1.40 1 1 0 0 0
Items (j)
&
Spares 3.00 0 0 0 0
CST 4.00 0 0 0 0
Transport and insurance 6.00 0 0 0 0
Erection charges 6.00 0 0 0 0
6Land and rights, levelling ofsite
20.00
- LS 20
220 kV Substation Quantities and Detailed Costs Estimates
Per Bay Quantities Per Bay Costs - Rs Lakhs
Item Description of Work Rs Lakhs
RequiredPer S/S
220/132kV TFBay
220kV
LineBay
132 kVLineBay
Required
Per S/S
220/132kV TFBay
220kV
LineBay
132 kVLineBay
Rate
Per
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7aBuildings (Control house, stores,etc.)
20.00
- LS 20
b
Miscellaneous civil works(enclosures & siding, roads,foundation for structures, cablelaying system, sanitary system,oil system, etc..)
21.50
LS 22
c Colony (staff quarters)34.3
0- LS 34
Sub-Total
313 271 117 52
Engineering and Management 7.8% 24 21 9 4
Contingencies 3.0% 9 8 4 2
Total 346 300 130 58
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ANNEXURE - 3
BID DOCUMENTS
INSTRUCTIONS TO BIDDERS (ITB)
1.0 Source of Funds
2..0 Scope of the Bid: The scope of the contract shall be on the basis of
single bidders( Lead partner) responsibility completely covering all
the equipment, material, and services specified under the
accompanying technical specification.
Scope of the bid covers Supply, civil & construction, erection,
testing and commissioning, Design, engineering, manufacture,
testing, supply on FOR destination site basis, including transportation
& insurance, storage, erection, testing and commissioning of the
equipments/items, complete in all respects.
(a) Circuit breakers, isolators, current transformers, capacitorvoltage transformers and surge arresters.
(b) Fire protection, Detection and Alarm system.
(c) Illumination, wherever required.
(d) Substation Monitoring System, Remote Transfer Unit (RTU)
(e) Complete Relay and protection system including Control andRelay panels.
(f) Power & Control cables along with complete accessoriesincluding cabling between marshalling box, auto transformersand bay kiosk/control room. Laying of co-axial cable fromyard to control room, laying of cables in HDPE pipes, supplyand laying of control cable from relay panel to carrier roomfor protection signaling, supply and laying of copper cablefrom 48V DCDB to PLCC, OFC panels.
(g) Aluminum tubes, insulator hardware, spacers for conductors,bus post insulators, clamps & connectors, bay marshallingboxes, construction of cable trenches/ cable trays for control
room, trench covers, cabling accessories, junction boxes etc.,grounding mat M.S. Rod and earth pipes etc. as specified inthe Bidding documents.
(h) All works relating to supply, preparation of fabricationdrawings for all main structures including lightning mastsand equipment support structures, fabrication,galvanization, transportation to and storage at site anderection of these structures as detailed in SectionStructures.
Drawings for the main structures and theirfoundations shall be provided by the Purchaser.Wherever the drawings and designs are provided by theOWNER, the suitability of these design and drawings shall beverified by the bidder for design requirements as per
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standards, site and soil conditions based on the soilinvestigation and furnish the detailed design verificationcalculations before execution if sought by the OWNER.
Support structures for circuit breakers shall be as per CBmanufacturer's design.
(i) Bus Post Insulators (including requirement for wave traps),
insulator strings and hardware, clamps & connectors,
(including terminal connectors for Employer supplied Autotransformers), Aluminum tubes, Bus bar and earthing
materials, Bay marshalling box, spacers, cabletrenches/Cable trays & covers, Cabling accessories, junction
boxes, buried cable trenches, grounding mat, M.S. rod andearth pipes etc. as specified in the Biding documents.
(j)The Bidder shall take delivery of equipment at substation sitesupplied by him directly from his transporter and store them
in his safe custody. However if any of the
equipment/material is diverted from OWNER' stores,
transportation charges from stores to site will be
paid as per SSR rates prevailing on the date of
transport.
(k)Any other equipment/material required to complete the specifiedscope.
2.1 Design, engineering, manufacture, testing, supply on FADS (Free AtDestination Site) including transportation & insurance, storage at
site of mandatory spares.
2.2 Civil works - The scope of work shall include but shall not be limited
to civil works for the following
(a) Soil investigation including soil resistivity measurement ifrequired.
(b) Leveling of site, if required.
(c) Foundation of 315 MVA Auto transformers (owner supplied),and associated SA along with jacking pad and pylon supports,rail track and fire resistant wall between transformers.
(d) Foundation for Lattice & pipe structures and all equipments.
(e) Foundation for lighting poles, Bay marshalling box,panels and control cubicles of equipments.
(f) Cable trenches along with covers and sump pits.
(g) Cable trench crossings, rail tracks, culverts etc.
(h) Metal spreading and anti weed treatment as per siterequirement.
(i) Drainage system in the substation, if required.
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(j) Laying of ground mat conductors and connection to theequipment support structures, lighting masts etc. and thenform a complete earthing system.
(k) Provision of base channels in control house flooring for C&RPanels, if required.
(l) Final grading and metalling after completing of thefoundations.
2.3 The contract is on TURN KEY basis and hence any otheritems not specifically mentioned in the specification but
which are
required for erection, testing and commissioning and
satisfactory operation of the substation are deemed to be
included in the scope of the specification unless
specifically excluded. Quantities wherever indicated in the
Bidding documents are tentative only for the scope of the worksand will be considered only for the evaluation of Bids. Actualquantity will be as per the approved design and drawings for the
complete scope of the works based on system requirement.
2.4 The list of approved makes of main equipment/ material isenclosed in the specification and the equipment offered shall befrom the manufacturers given in the list only. The Bought-outitems required for main equipment/ material offered from the sub-vendors should have been supplied to State TRANSCOs,PGCIL and
have proven performance. The bidder should own/lease/procurethe minimum tools & plants required for the execution of works intime as per the contract. The required T & P shall be indicatedtogether with quantity.
2.5 Before proceeding with the construction work of the substation,the Contractor shall fully familiarize himself with the siteconditions and general arrangements & scheme etc. Though theEmployer shall endeavor to provide the information, it shall not bebinding for the Employer to provide the same. The bidders areadvised to visit the substation sites and acquaint themselves with
the topography, infrastructure and also the design philosophy.The bidder shall be fully responsible for providing all equipment,materials, system and services specified or otherwise which arerequired to complete the supply, construction and successfulcommissioning, operation & maintenance of the substation in allrespects. All materials including cement & steel required for theCivil and construction/installation work shall be supplied by theContractor.
2.6 The complete design (unless specified otherwise in specification
elsewhere) and detailed engineering shall be done by theContractor.
2.7 The Contractor shall also be responsible for the overall co-ordination with internal/external agencies, project management,
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training of Employer's manpower, loading, unloading, handling,moving to final destination including Employer supplied materialif any for successful erection, testing and commissioning of thesubstation/switchyard.
2.8 Design of bay extension works and its associated works including
preparation of single line diagram, electrical layouts, erectionkey diagrams, and electrical and physical clearance diagrams,design calculations for Earth mat, Direct Stroke LightingProtection (DSLP), if required as per the site conditions. Controland protection schematics, wiring and termination schedules,and other relevant drawings & documents required forengineering of all facilities within the fencing to be providedunder this contract, are covered under the scope of theContractor.
2.10 Specific exclusions:
The following items of work are specifically excluded from the
scope of the specifications for all substations:
(i) Transmission line side insulator string for line termination andtension clamp for earth wire termination.
(ii) Supply, erection, testing and commissioning of 315MVA Auto Transformers.
(iii) Drawings for all the structures (booms and columns)
and Lightening masts as required will be furnished to the
contractor by the purchaser.
However, if any modification in design of a particular
structure is required as per site conditions, the
successful bidder has to do it at no additional cost to
the OWNER.
3.0 Submission of Bids:
3.1Procedure for bid submission: The bidders who are desirous of
participating in e- procurement shall submit their Technical bids,
Price bids etc., in the standard formats prescribed in Tenderdocuments, displayed at e- market place. The bidders shouldinvariably upload the scanned copies in support of their bids. Bidder
should take care that the scanned copies are clear & visible. The
bidders shall sign on all the statements, documents, certificates,
being uploaded by them, owning responsibility for their correctness /authenticity. The Department will not hold any risk and
responsibility for the loss in transit during uploading of the scanneddocument, for the invisibility of the scanned document online, and
any other problem(s) encountered by the bidders while submittinghis bids online.
The following certificates, documents etc., are to be scanned anduploaded on to the e- procurement platform at
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Address of the OWNER:
iii) And the third big size envelope for covering the above two
envelopes which shall be super scribed as follows.
I. Specification No.
II. Name of the bidder:
III. Name of the Work:
IV * Full Bid Security enclosed in the form of Demand DraftNo.
_____ Date_____
(OR)
Bank Guarantee No. ________ Dt. __________
For Rs.________/- valid up to ______________* Strike-off whichever is not applicable.
V. Bid is valid for 90 days from the date of opening ofthe pre-qualification / technical bids as mentioned inNIT.
(If the validity of the bid is not as per specification it isliable to be returned unopened at the discretion of theOWNER.)
VI. OWNERs terms of payment are accepted.
VII. The bids shall be addressed to
Address of the OWNER:
(All the above envelopes shall be duly sealed
individually.)
iv) On all the three envelopes the Bidder shall clearly indicate thenames of the works for which they intend to participate. Thename of works as indicated on top of each envelope shouldtally with the Bid security amount and Bank Guarantee for
these works deposited/furnished by the Bidder. In case the Bidsecurity amount deposited by the Bidder is found short theoffer shall be liable to rejected / ignored.
v) All Bids and accompanying documents shall be in duplicateand shall be addressed to the
Address of the OWNER:
vi) The bids shall be submitted in duplicate complete with allparticulars called for in the schedules enclosed to specification.There shall not be any deviation from the contents of the
schedule
3.5 The dates stipulated in the tender notice are firm and under anycircumstances they will not be relaxed unless officially extended.
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The bidder has to keep track of any changes by viewing theaddendum / corrigendums issued by the Tender inviting Authorityon time-to-time basis in the e-procurement platform. TheDepartment calling for tenders shall not be responsible for anyclaims/ problems arising out of this.
3.6 The bidder should upload scanned copies as specified in checklistand all enclosures required for the schedules and Appendices andproduce copies (Bid security, & Transaction Fee) one day beforethe date of opening of Pre-qualification bid.
Contractor should produce the originals of all documents forverification if asked for by the Competent Authority within 3(Three) days.
3.7 The Tender opening Authority will not consider any tenderreceived after expiry of date and time fixed (As specified in
NIT) for receipt of tenders.3.8 Transaction fee and Bid Security: The Transaction fee at
0.03% on ECV
(Estimate Contract value) of work with a cap of Rs 10000/-
(Rupees ten thousands only) for all tenders with ECV up to Rs. 50
Crores plus service charges @12.36%,and Rs.25000/- (RupeesTwenty Five thousand only) plus service charges @ 12.36% for
tenders with Estimated Contract Value (FECV) above Rs.50.00crores in favour of --------. All the tenderers have to pay the above
non-refundable service charge through Online Payment Gatewaywith any MASTER/VISA credit card issued by any bank and through
Net Banking facility with ICICI or HDFC Banks.Bid Security should
be scanned and uploaded on line and the originals handed over to
the ----------
Bid Security shall be paid as indicated in the NIT. Bid
Security must be in form of DD or BG from any scheduled Bank (as
per approved list)/ Nationalized Bank. The Bidder is requested to
submit the DD or BG from the scheduled Banks approved by the
OWNER (List is enclosed). Demand Drafts shall be valid for aperiod of 6 months from the date of tender notice. Bid Securityshall be valid 30 days over and above the bid validity of 90 days.
Bid Security will be forfeited:
a) If the bidder withdraws the tender during Tender validity
period.
b) In case of successful bidder if he fails to sign the agreement for
whatever so reason.
c) If he fails to furnish the required performance security.
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The Bid Security of the unsuccessful bidder will be returned tothem either after finalization of the tenders or after the tender
validity period which ever is later.
The BID SECURITY deposited by the bidders will not carry any
interest and it will be dealt with as provided in the conditionsstipulated in the tenders.
3.9 Successful bidder shall pay the Corpus fund to APTS @ 0.03% onECV in the form of DD payable at Hyderabad and drawn in favour
of ----- to sustain e procurement initiatives, research anddevelopment of software application for automation for process in
user departments.
3.10 The successful bidder is expected to complete the work within thetime period specified in the NIT.
4.0 Bidders Eligible to Tender:
The Bidders / Firms who
i) Possess the valid registration as mentioned in the NIT andsatisfies all the conditions therein.
ii) Are not blacklisted or debarred or suspended by theGovernment for what ever the reason, prohibiting them not tocontinue in the contracting business
iii) Have complied with the eligibility criteria specified in the NIT
are the eligible bidders/Firms.5.0 Bidders Ineligible to Tender:
(i) A retired officer of the Govt. of AP or Govt. of India executing
works is disqualified from tendering for a period of two yearsfrom the date of retirement without the prior permission of the
Government.
(ii)The Bidder who has employed any retired officer as mentioned
above shall be considered as an ineligible Bidder.
(iii) The Bidder himself or any of his employee is found to beGazetted Officer who retired from Government Service and hadnot obtained permission from the Government for accepting
the Bidders employ-ment within a period of 2 years from thedate of his retirement.
(iv) The Bidder or any of his employees is found at any time afteraward of contract, to be such a person who had not obtained
the permission of the Government as aforesaid beforesubmission of the tender or engagement in the Bidders
service.6.0 Last date / time for Submission of the Tenders.
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1. Tenders must be submitted online not later than the dateand time specified in NIT.
2. The tender inviting authority may extend the dates for issueand receipt of Tenders by issuing an amendment in whichcase all rights and obligations of the tender inviting authority
and the bidders will remain same as previously.
3. If for any reason the last date of submission of tenders offlineis declared a holiday, the next working day will be treated asthe last date for submission of tenders.
7.0 Late Tenders:
Tenders will not be received after the last date / time prescribed inNIT.
8.0 Modification to the Tender:
Bidders can modify their Tender percentage online before the lastdate/time prescribed in NIT.
No Tender shall be modified after the last date /time of
submission of Tenders.
The successful bidder is expected to complete the work withinthe time period specified in the NIT.
9.0 Qualification Requirements of the Bidders:
9.1 The Bidder shall furnish the following particulars in the formats
provided online and supported documentary evidence shall beuploaded.
Attested copies of documents relating to the Registration of thefirm, Commercial Tax Registration, Latest Income Tax Clearancecertificate /latest IT return and PAN number from IT Departmentetc.
Availability of key personnel for administration /site managementand execution viz., technical personnel required for the work.
9.2 Qualification criteria for opening of the price bid: Bidders qualified
in the Technical / Pre qualification Bid are eligible.9.3 Even though the bidders meet the above qualification
requirements, they are liable to be disqualified / debarred /suspended / blacklisted if they have Furnished false / fabricatedparticulars in the forms, statements and /Annexures submitted inproof of the qualification requirements and/or Not turned up forentering into agreement, when called upon within the timespecified in the letter of acceptance.
9.6 Record of poor progress such as abandoning the work, not
properly completing the contract, inordinate delays in completion,litigation history or financial failures etc. and/or Participated in the
previous bidding for the same work and had quoted unreasonably
high tender percentage.
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9.8A history of criminal record in which the bidder is involved if any.
9.9 Even while execution of the work, if found that the work was
awarded to the bidder based on false /fake certificates ofexperience, the bidder will be blacklisted and work will be
taken over invoking clause 61 of PS to APSS.
9.10 History of litigation with Govt. during the last 5 years in which the
bidder is involved.
10.0 Eligibility of the Bidder
Eligibility of a bidder will be based on meeting the minimum criteriaspecified in Part-A below regarding the Bidders technical experience and
financial position. The bidder shall also be required to furnish theinformation specified in Part-B below in their Bid. Technical experience
and financial resources of any proposed subcontractor shall not be taken
into account in determining the Bidders compliance with the qualifyingcriteria.
The bid can be submitted by an individual firm or a Joint Venture
of not exceeding three firms (Specific requirements for Joint Venturesare given under Para 10.1.3 below).
The OWNER reserves the right to waive minor deviations if they do notmaterially affect the capability of the Bidder to perform the contract.
The Purchaser may assess the capacity and capability of the bidder, to
successfully execute the scope of work covered under the packagewithin stipulated completion period. This assessment shall inter-aliasinclude
i. Document verification;
ii. Bidders
work/manufacturing facilities, manufacturing capacity, details of
works executed, works in hand, anticipated in future & the
balance capacity available for the present scope of work;
iii. Details of plant and
machinery, manufacturing and testing facilities, manpower and
financial resources;
Details of quality systems in place;
Past experience and performance;
Customer feedback;
(viii) Bankers feedback etc.
Part-A
Technical Experience:
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The bidder must have successfully executed one sub-station orswitchyard of 220/132 kV class or above having atleast 2(two) circuitbreaker bays during last 10 years as on the date of bid opening andwhich must be in satisfactory operation for atleast 2 (two) years as onthe date of bid opening, provided.
i. the 400 kV class Circuit breaker being offered are frommanufacturer(s) who have designed, manufactured, type testedand supplied the Circuit Breaker of 400 kV or above class whichmust be in satisfactory operation for atleast 2 (two) years as onthe date of bid opening.
(OR)
ii. the 400kV class Circuit breaker being offered are from
manufacturer(s) who have established production line in India forthese equipments, based on technological support of a parent
company or collaborator for the Circuit Breaker (s) can also beconsidered provided
iii. Such manufacturer (s) has designed, manufactured; type testedand supplied the 220 kV or above class Circuit Breaker.
iv. The parent company (Principals) or collaborator meets qualifyingrequirements stipulated above; and
v. The 400 kV class Circuit breaker manufacturer(s) furnishes Alegally enforceable undertaking (jointly with the parent companyor collaborator) to guarantee quality, timely supply, performance
and warranty obligations as specified for the equipment(s); andvi. A confirmation letter from the parent company or collaborator
along with the bid stating that parent company or collaboratorshall furnish performance guarantee for an amount of 10 % of thecost of such equipment(s). This performance guarantee shall bein addition to Contract Performance Guarantee to be submittedby the Bidder.
(OR)
The bidder shall have satisfactorily completed as a prime contractor or
as a sub-contractor or as a member in a Joint Venture 345/400kV orhigher voltage class transmission line(s)within the last ten (10) years as
on date of bid opening. The bidder should have erected and strung with
tension stringing equipments, not less than 50 km cumulative route
length of transmission line of 345/400kV or higher voltage class,
provided he associates a substation contractor who must have
successfully executed one sub-station or switchyard of 110/132kV class
or above having atleast 2(two) circuit breaker bays during last 10 years
as on the date of bid opening and which must be in satisfactory
operation for atleast 2 (two) years as on the date of bid opening. In sucha case, the bidder shall furnish Joint Deed of Undertaking (Format
enclosed) with the substation contractor. Further, circuit breakers being
offered should meet the requirement.
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For the purpose of qualifying requirement, one no. of circuit breaker bayshall be considered as a bay used for controlling a line or a transformer
or a reactor or a bus section or a bus coupler and comprising of at leastone circuit breaker, two disconnectors and three nos. of single phase CTs
/ Bushing CTs.
Financial Position:
The bidder should have achieved an Annual Financial Turnover (AFT) ofat least Rs.11.00 crores- in any one year during the last five financialyears. The Bidder shall have Liquid Assets (L.A.) or / and evidence ofaccess to or availability of credit facilities of Rs 5.5 Crores.
In case bidder is a holding company, AFT & LA referred to in clause
above shall be that of holding company only (i.e. excluding itssubsidiary / group companies). In case bidder is a subsidiary of a holding
company, AFT & LA referred to in clause above shall be that of subsidiary
company only (i.e. excluding its holding company).
Joint Venture Firms:
The figures for each of the partners of the joint venture shall be addedtogether to determine the bidders compliance with the minimumqualifying criteria set out in para above; however, in order for a jointventure to qualify, the partner(s) of joint venture must meet thefollowing minimum criteria:
a. The lead partner shall meet, not less than 50% of the
minimum criteria given at Para (Financial position) and 100% ofcriteria (Technical experience) above.
b. Each of the other partner(s) shall meet,
Further, each of the other partner(s) must have successfully executed, atleast one feeder bay and one transformer bay (132/110kV class or
above) including all civil works in the last 10 years which must be insatisfactory operation for a minimum of 2 years as on the date of bid
opening.
a) One of the partners shall be nominated as Lead Partner, and the LeadPartner shall be authorized to incur liabilities and receive instructionsfor and on behalf of any and all partners of the Joint Venture, and the
entire execution of the Contract shall be done with the Lead Partnerand payment under the contract shall be received by the Lead Partner
on behalf of the Joint Venture as per power conferred to him in the
Power of Attorney. The authorization shall be evidenced by submitting
a Power of Attorney signed by legally authorized signatory of all thepartners. The payment under the Contract can also be received by
other partner(s) based on authorization of Lead Partner.
b) All partners of the Joint Venture shall be liable jointly and separately
for the execution of the Contract in accordance with the Contract
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terms and a copy of the agreement entered into by the joint venturepartners having such a provision shall be submitted with the bid.
A statement to this effect shall be included in the authorizationmentioned under (a) above as well as in the Bid Form and in the ContractForm (in case of a successful bid).
PART-B :
The Bidder shall also furnish following documents/details with its bid:
A certificate from banker (as per format) indicating various fund
based/non fund based limits sanctioned to the bidder and the extent of
utilization as on date. Such certificate should have been issued not
earlier than three months prior to the date of bid opening. Wherever
necessary OWNER may make queries with the Bidders bankers.
The complete annual reports together with Audited statement ofaccounts of the company for last five years of its own (separate)
immediately preceding the date of submission of bid.
Note :
I. In the event the bidder is not able to furnish the information of its own
(i.e separate), being a subsidiary company and its accounts are being
consolidated with its group/holding/parent company, the bidder
should submit the audited balance sheets, income statements, other
information pertaining to it only (not of its group/Holding/ParentCompany) duly certified by any one of the authority [ (i) Statutory
Auditor of the bidder /(ii) Company Secretary of the bidder or (iii) A
certified Public Accountant] certifying that such information/
documents are based on the audited accounts as the case may be.
II. Similarly, if the bidder happens to be a Group/Holding/Parent
Company, the bidder should submit the above documents/information
of its own (i.e. exclusive of its subsidiaries) duly certified by any one
of the authority mentioned in Note-I above certifying that these
information/documents are based on the audited accounts, as thecase may be.
III.Bidder shall have adequate sub-station / transmission line design
infrastructure and erection facilities and capacity and procedures
including quality control.
IV.The bidder should own / lease / procure the minimum tools & plants
required for the execution of the works in time as per the contractperiod. The required T & P shall be indicated together with quantity.
V. The bidder should indicate number of technical persons along withtheir qualifications available with him for execution of the works as
follows.
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Project Manager 1 No. Graduate Engineer.
Site Incharge 2 Nos. Graduate Engineers (1 No Electrical and 1 No.
Civil) with Five Years of experience in similar project.
Technical persons 3 Nos. each Electrical & Civil Diploma holders OR
3 Nos. each ITI holders Electrical & Civil with experience of five years insimilar project.
Any of the joint ventures contractors in one bid shall not associate with
any other bidders as Joint venture for the same tender.
Litigation History:
The bidder should provide detailed information on any litigation or
arbitration arising out of contracts completed or under execution by it
over the last five years. A consistent history of awards involving
litigation against the Bidder or any partner of JV may result in rejection ofBid.
One Tender per Bidder: Each Bidder shall submit only one Tender for
the work. A Bidder who submits more than one Tender will cause
disqualification of all the Tenders submitted by the Bidder.
Language of the Bidding Documents:
Bids shall be submitted in English language only.
Cost of Tendering:
The Bidder shall bear all costs associated with the preparation and
submission of his Tender and the tender inviting authority will in no case
be responsible and liable for those costs.
Cumulative Financial Capability:
If the bidder is bidding for more than one contract, the aggregate
requirement of turnover and credit facility will be counted for awarding
more than one contract. Bidder shall furnish the certified profit & loss
account statements for the last five years.
Site Visit:
The Bidder, at the Bidders own responsibility and risk is advised to visit
and examine the Site of Work and its surroundings and obtain all
information that may be necessary for preparing the Tender for entering
into a contract, for construction of the work. The costs of visiting the
site shall be at the Bidders own expense.
Clarification on Bidding Documents:
A prospective Bidder requiring any clarification on the Bidding
Documents may notify the tender inviting authority in writing or by fax
at the tender inviting authoritys mailing address indicated in the
Invitation for Bids. The clarifications sought by the bidders received 15
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days earlier to the date of opening of the pre-qualification bid will be
clarified provided these clarifications as found necessary only in case of
any ambiguity in the bidding documents brought out by the bidder. In all
other cases the specification provisions in the bidding documents
prevail.
Amendment of Bidding Documents:
At any time before the deadline for submission of bids, the purchaser
may, for any reason, whether at its own initiative or in response to a
clarification requested by a prospective bidder, modify the bidding
documents by amendment.
PRICES:
The bidder is entirely responsible for quoting prices with correct taxesand duties, other local taxes or levies if any, license fee etc. that theyhave to incur until completion of project. Evaluation will be done onprices inclusive of all taxes, duties and other levies if any, license feeetc., he has to incur till completion of the contract. The Bidder isrequested to quote prices as indicated in Price schedule A forevaluation along with break up of all taxes and duties for the purpose ofpayment. Percentage of taxes and duties as applicable is to be indicatedclearly in Schedule A supplementary without which the bid is liable forrejection. It is noted that the entry tax on goods entering into local areaof Andhra Pradesh is NIL as on the date as per the recent
pronouncement of A.P High Court.Bids received for individual items with lump sum price showing
all taxes and duties as inclusive without giving break up of each
tax component are liable for rejection.
Bidders must submit the bid for the full quantity required as per
bidding documents for all the items mentioned in the price
schedules.
(a) For Equipment & Materials:
The Bidder has to quote his prices for equipment and material inSchedule-A & Schedule A supplementary. The quoted rates forthe items of Equipment & Materials i.e., Circuit Breakers, Instrumenttransformers, Lighting arresters, Isolators, substation lattice and pipestructures, Moose ACSR conductor and Power and Control cables areVARIABLE. The Price variation clause applicable is mentionedbelow.
Prices of all other equipment /material shall be firm on all accounts suchas increase in quantity of Equipment / Materials over that provided inthe contract, execution of contract beyond the scheduled completionperiod for whatever reasons, increase in the rates of material and labourboth during and beyond the completion period etc.
(b) For Works:
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Less over the estimated value of the works given in the Schedule-B. Therates duly loaded with quoted tender percentage for all the items of
works covered in Schedules B, except for the items cement,reinforcement steel & earth flat/ rod shall be firm on all accounts such
as (i) increase in quantum of work upto 25% over that provided in the
contract, (ii) execution of contract beyond the scheduled completionperiod for whatever reasons, (iii) increase in the rates of material andlabour both during and beyond the completion period etc. These prices
shall include all the taxes and duties wherever applicable. Price variationis applicable for items cement, reinforcement steel & earth flat/ rod
which are as perPrice Variation clause mentioned below.
The prices quoted shall be inclusive of all taxes, duties and levies
including Works Contract Tax, Service Tax, Educational cess, Exciseduty, CST/GST, VAT, Octroi, Modvat etc., packing, forwarding, loading,
unloading, transportation to site/stores/storage and insurance to covertransport, storage, erection, testing & commissioning etc. till the works
are taken over by OWNER.
All the information required in the various prices and other schedules
must be complete, otherwise the bids are likely to be rejected. Underno circumstances shall a bidder alter his price during the validity period
after bids are opened. Any bidder who does so resulting in recalling of
bids by the OWNER or additional expenditure to the OWNER shall not
only lose his bid security but also run the risk of being blacklisted by
the OWNER which reserves the right under the law to recover damagesresulting there from.
PRICE VARIATION (PV) Clause:
The Price Variation applicable in respect of the items substationstructures, cement, reinforcement steel & earth flat is subject to the
following conditions:
a) Price variation shall be applicable for both upward and downward
variation in prices of respective items within the originalcompletion period.
b) The indices adopted for calculation of price variation shall be (i)Wholesale Price Index, released from Ministry of Commerce &
Industry, Govt. of India for the items cement, reinforcement steel& earth flat, and (ii) All India average Consumer price Index
number for industrial workers as published by the Labour Bureau,Ministry of Labour, Govt. of India in respect of the items
transmission line towers, substation structures.
c) Upto 5% variation of indices, the agreement rates of the
respective items hold good. Price variation shall be applied onlywhen the variation in respective items price indices is above 5%
or below 5%. Difference above or below 5% will only be
considered.
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d) The completion schedule enclosed to the specification in the formof bar chart shall be the basis for timing of the each activity forcalculating the Price Variation during a month. If the schedule isnot complied by the contractor as per the above programme dueto the reasons like right-of-way, the particular activity or task can
be rescheduled by moving upward or downward on the time axisof the bar chart within the agreement period, as agreed by theConcerned Executive Engineer (field officer), as per the actual siteconditions. In such cases, the concerned Executive Engineer willrecord the reasons for re-scheduling / delay of the work.
e) Price adjustment shall be calculated separately for Reinforcementsteel & Cement components in proportion to the cost of work doneinvolving the above materials during the billing period as given inthe formula given below. The percentage of Reinforcement steel &Cement components is based on estimated rate only. The Price
Variation amount so obtained will be added to the cost of workdone calculated on quoted rate, put up for billing.
f) The concerned Field Executive Engineer will calculate the PriceVariation for the billing period, preferably monthly. For thispurpose the contractor shall submit invoice supported bycalculations as per formula specified along with documentaryevidence for different indices applicable for Price Adjustment,
g) Price variation will be limited to the amount arrived based onschedule date of completion or actual date of completion which
ever is earlier. Lower of the two indices values will be considered.h) In specific cases like substation site being not handed over to the
contractor in time by the OWNER due to delay in land acquisition,natural calamities, right-of-way problems, for which the contractoris not responsible, extension of the agreement period may begiven duly rescheduling the programme of completion with theapproval of competent authority. In all such cases, OWNER willconsider application of price variation clause case to case.
i) Applicable formula for calculating Price Variation for
Reinforcement steel, Cement & MS Flat/Rod (in Earthing):
billingforup(putdoneworkofcostWPI
WPWPI
100
PCorPs0.85PV
0
01
= W
here,
PV = increase / decrease in the cost of work done during
the period under consideration due to variation in the rate of Steel/ Cement.
Ps or PC = Percentage of steel or cement component in the total
value of item of work under consideration. For thispurpose estimate rate, exclusive of taxes & duties, isto be considered.
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WPIO = The base price index of Steel or Cement during tenderquoting month.
WPI1 = The Wholesale Price Index for Steel or Cement of thefirst week of calendar month programmed i.e. to be
completed as per the agreed period of schedule oractual period of completion, whichever is lower.
Ps or PC = (Quantity of Steel or Cement in PO quantity x Rate ofSteel or
100 Cement as per estimate)/ (Total estimate value ofitem of work under consideration) / 100
j) Applicable formula for calculating Price Variation for Substation
structures of 400 kV SS:
++++=
0000
0
W
W11
ZN
ZN16
LA
LA40
HA
HA1815
100
PP
Where,
Po = Ex-works price quoted / confirmed.
HA = Price of heavier angles. (This price is applicable on thefirst working day of the month, two months prior to thedate of delivery). For this purpose bidders need toproduce delivery challans of the material supplied.
HAo = Price of heavier angles. (This price is applicable on thefirst working day of the month, one month prior to thedate of tendering).
LA = Price o