VOLUME-1

SECTION: A TECHNICAL CONDITIONS OF CONTRACT

Page No.: N1 of 29

INDEX

Sl. No. DE SCRIPTION Page

1.0 Project Information Page 3 to 3

2.0 Scope of Works Page 3 to 7

3.0 Construction Facilities Page 7 to 9

4.0 T&Ps to be deployed by Contractor Page 9 to 10

5.0 Time Schedule Page 10 to 12

6.0 Other Requirements Page 12 to 24

Annexures

• Annexure - A : List Of Equipment’s For Page 25 to 27

Civil Site Laboratory

• Annexure – B : Indicative List of T& P To Page 28 to 29

Be Arranged By Contractor

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1.0 PROJECT INFORMATION Feroze Gandhi Unchahar Thermal Power Station (FGUTPP) Stage-I (2X210MW) was implemented by UPRVN. Further, it was taken over by NTPC Ltd. and thereafter NTPC implemented Stage-II (2X210MW) & Stage-III (1X210MW).

The present expansion proposal is for setting up of a coal based FGUTPP STAGE-IV (1x500 MW) to be owned by NTPC Ltd. NTPC BHEL Power Project Private Limited (NBPPL) is the prime contractor of this project.

The FGUTPP (1X500MW) is located in Rae Bareli district of Uttar Pradesh. It is bounded by village’s Kanpur, Faridpur and khaliqpur khurd. Mustafa bad town is located at a distance of about 3 Kms from plant.

Unchahar railway station on Allahabad- Rae Bareli board gauge (BG) section of Northern railway (NR) is 2 KMs away. The nearest airport is located at Lucknow at a distance of approximately 110 Km from the project site.

The latitude and longitude of Site are 25◦ 54' 50” to 81◦19' 50” respectively.

2.0 SCOPE OF WORK 2.1 Civil, Structural and Architectural works

The broad scope of work under this package shall include civil, structural and architectural works related to, but not limited to, the following areas, systems, structures/ substructures, buildings and facilities in Ash Handling plant area.

• Ash Slurry pump House

• Ash water pump House

• Bottom Ash overflow tank foundation (If required)

• Compressor house and MCC building/Switchgear/control room

• Silo Utility Building complex with FA Silos foundation

• Settling Tank foundation

• Surge Tank foundation

• Buffer Hopper Foundation

• Transformer foundations and fencings

• Pipe trenches including pedestals, pits etc

• Cable trestles pedestals, pits etc

• Foundations for Pipe and Cable rack Structure

• Thrust Blocks for pipe supports

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• Paving and Misc. Equipment Foundations, trenches, pits, sumps etc• Drainage system including precast covers• Water supply works• RCC Bridge/Box culverts/pipe culverts connecting service roads for crossing nallahs

• Development of Silo area (i.e paving, fencing/boundary wall, access road, office blockand watchman cabin)

• Thrust Boring/Box culvert works below the existing railway lines for ash slurry pipelines.

Any other buildings, facilities, foundations and structural works, staircases, fencing, toilets etc. though not specifically covered but, required to complete the civil structural and associated works of AHP area.

Note: 1. RDSO approved Railway contractor for Railway line crossing to be engaged by bidder. 2. NHAI approved contractor for Highway crossing to be engaged by bidder.3. The bidders who have already been awarded the contract of Main Plant civil works & BOP

civil works package will not be considered for this package.

2.2 The works to be performed under this contract consist of providing all Labor, Supervision, Material, Scaffolding, Construction Equipment’s, Tools and Plants, Temporary Works, Temporary Storage Sheds, Temporary Colony for Labor & Staff, Temporary Site offices, Transportation and all incidental items not shown or specified but reasonably implied or necessary for the proper completion of work in all respects. Testing of all materials, Concrete, Earthwork Other Allied Works, Preparation of Bar Bending Schedules on the basis of Construction Drawings, Preparation of Fabrication Drawings, getting the same approved from owner before commencement of fabrication/erection at site etc. are included in the rates of items of work. Works shall only be carried out with Approved Structural Fabrication Drawings and Approved RCC Construction Drawings.

2.3 For the works, the materials issued by the Employer e.g. Cement, Reinforcement & Structural Steel, the bidder shall be responsible to get the material issued from the Employer’s stores and transport it to the works site for execution of work at no extra cost to the employer (Store shall be located inside the plant premises).

2.4 The area of work shall be cleared of all vegetation, rubbish and other objectionable matter, and materials removed, shall be burnt or otherwise disposed of as directed by the Engineer-in-Charge.

2.5 All precious metal, oil or other minerals of any description and all precious stones, coils, treasures, relics, antiques, and other similar things which may be found in or upon the site shall be the property of Owner. The contractor shall duly preserve the same and from time to time deliver the same to such person or persons as NBPPL may from time to time appoint to receive the same.

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2.6 All the works areas shall be adequately flood lighted to the satisfaction of the Engineer-in-Charge when the work is in progress during the night shifts.

2.7 Layout and Levels

Before start of the work, one reference line and two bench marks will be established by NBPPL. Permanent base lines and cross lines shall be established by the Contractor at sufficiently close intervals as may be directed by the Engineer with bench marks at all end points to serve as `Reference Grid’. The contractor shall provide at his expense all templates, pillars and stakes equipment, materials and labor for establishing the Grid lines and Pillars and shall be responsible for their maintenance during the entire period of construction. The contractor shall maintain a certified copy of drawing showing such approved reference lines, marks and levels and shall not remove any of them without the prior approval of the Engineer-in-Charge. The reference points and pillars already established by NBPPL in the works area shall be fully protected and maintained by the contractor. He shall repair and rebuild the same in case of any damage

The contractor shall layout the work from these reference base lines in consultation with the Engineer-in-Charge and shall be responsible for the correctness of all measurements and any connection therein, notwithstanding the fact that the same might have been checked by the staff of the Engineer-in- Charge.

The contractor shall be responsible for the proper execution of the work to such lines and grades as may be specified in the drawing or established or indicated by the Engineer-in-Charge from time to time.

2.8 Setting of Laboratory

The contractor shall set up his own laboratory in the very close vicinity of the work site as per the directions of Engineer-in-charge at his cost.

The laboratory shall be equipped with latest testing equipment in sufficient numbers to carry out all the tests as required under the contract. The contractor shall ensure that the equipment is available well in advance of starting of the work to avoid stoppage of work on this account.

All the tests shall be carried out by the contractor in presence of Engineer’s representative and a joint record of all observations and results thereof shall be maintained, and available with the Engineer.

No separate payment for these operations/tests and for setting of laboratory shall be made. The cost of these operations shall be deemed to have been included in the unit rates tendered for the different items under bill of quantities.

2.9 The unit rates shall include all tools, tackles, material, equipment, fixtures, labor,

temporary works and everything whether of permanent or temporary nature necessary for the completion of the job in all respects.

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2.10 In case of any conflict, the requirements stipulated by Vol. I Section: B(BOQ) shall prevail and will be binding.

2.11 In case of any conflict between the requirements of Volume 1 Section 'C' and those of

Volume 1 Section 'D' the requirements as stipulated in Volume 1 Section 'C' shall prevail and will be binding.

2.12 The unit rates quoted for various items of B.O.Q shall include all the stipulations mentioned

in Section C & D and specifications and nothing extra shall be paid except in B.O.Q rates.

2.13 No separate payment for dewatering of sub-soil or surface water (if required during the execution of work including monsoon period) would be made by the Employer and the rates in the B.O.Q for various items would be deemed to be inclusive of all such dewatering, if necessary.

2.14 Purchaser reserves the unilateral right to split the package in whatsoever manner he thinks

fit, to facilitate the ease of handling of the package. Decision shall be final and binding on the bidder. The same shall need explicit concurrence of the Bidder.

2.15 The Contractor must visit the site prior to submitting his quotations to acquaint himself

fully with the nature, type and scope of work and involvement therein, law and order and other site conditions. Any additional claim for lack of knowledge about the site conditions shall not be entertained.

2.16 The bidder shall necessarily submit following documents/details along with the bid:

• Name & credentials of the agencies proposed to be engaged for design preparation of fabrication drawings.

2.17 Approval of Engineer In charge (EIC) is to be obtained before procurement of any

materials for civil works.

2.18 The scope of work will also include such other related works although they may not be specifically mentioned in the above paragraph and all such incidental items not specified but reasonably implied and necessary for completion of the job as a whole all as desired and as directed by the Engineer In charge(EIC).

2.19 The scope of work covered above is not a comprehensive list of items of work involved.

The scope of work may vary considerably depending on the actual site/construction requirements for which no extra cost shall be paid.

2.20 The work under this contract shall be carried out as per BOQ Cum Rate Schedule. In case

the description / specifications as per BOQ are found to be incomplete, the decision of the employer shall be final and binding

2.21 Quantities mentioned in the rate schedules are approximate only and liable for variation

due to change of scope of work / variation in schedule of quantities, changes in design etc. The tenderers shall undertake to execute actual quantities as per advice of Engineer In

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charge(EIC) and accordingly the final contract price shall be worked out on the basis of quantities actually executed at site and payments will also be regulated for the same accordingly. The quantities indicated against each item may vary to any extent; however the rate for individual items shall remain firm throughout the validity of contract.

2.22 Unless otherwise specified, the work to be provided by the contractor for the items

mentioned in the “Bill of Quantities” shall include but not be limited to the following.

1. Furnishing all labor, materials, supervision, construction plans, equipment, supplies, transport, to and from the site, fuel, compressed air, water, transit and storage insurance and all other incidental items and temporary works not shown or specified but reasonably implied or necessary for the proper completion, maintenance and handling over the works, except in accordance with the stipulations laid down in the contract documents and additional stipulations as may be provide by the Engineer In charge(EIC) during the course of works.

2. Furnishing samples of all materials required by the Engineer In charge (EIC) for testing

/ inspection and approval for use in the works. The samples may be retained by the engineer for final incorporation in the works.

3. Furnishing test reports for the products used or intended to be used, if called for the

specifications or if so desired by the Engineer In charge(EIC). 4. Giving all notices, paying all fees, taxes etc., in accordance with the general conditions

of contract or in any other tender documents, those are required for all works including temporary works.

5. Arranging manufacturer’s supervision for items of work done as per manufacturer’s

specifications when so specified.

6. The contractor shall provide the customer/EMPLOYER such assistance, instruments, machines, labor and materials as are normally required for examining, measuring and testing any work and the quality, weight or quantity of any material used.

7. Providing all incidental items not shown or specified but reasonably implied or necessary

for the successful completion of the work in accordance with contract.

3.0 CONSTRUCTION FACILITIES 3.1 Land

1. Depending upon the availability, Land for contractor’s office, storage and other

facilities will be allocated with certain time frame and to the extent available/ considered necessary. The contractor has to plan and use the existing land inside the project premise considering the use of land by other civil /mechanical/ electrical contractors and the storage of plant machineries and materials. The existing land shall be shared by all erections agencies.

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2. The contractor will be responsible for handing back all lands, as handed over to him by

EMPLOYER/Customer.

2. Area within plant premises for fabrication, batching plant, office, storage area etc. for construction purpose shall be provided as per availability free of cost.

3.2 Construction of temporary office, stores etc.

The contractor shall arrange at his own cost cleaning of area allotted, construction of his temporary office, stores, cement store for temporary storage of cement till usage etc. and also the watch and ward of all the above. Materials required for the same shall be provided by contractor at his own cost.

3.3 Electricity

1. Contractor shall have to deploy the DG sets for carrying out the tender works. However

electricity (for construction purpose only) may be provided free of cost at employer’s single point source subject to availability. Bidders have to make his own distribution arrangement to draw electricity.

2. Contractor will have to procure & install general illumination system during construction right from start of his work. This system will include temporary pole lighting, portable lighting towers with dg back-up for different floors/working areas for execution of the work & safety of workmen till the permanent illumination system is established, within the quoted rate. The illumination should be such that minimum illumination requirement as specified by Indian standards for general illumination is maintained.

3. Supply of electricity shall be governed by Indian Electricity Act and Installation Rules and

other Rules and Regulation as applicable. The contractor shall ensure usage of electricity in an efficient manner and the same may be audited by EMPLOYER time to time. In case of any major deviation from normally accepted norms is observed, EMPLOYER will reserve the right to impose penalty as deemed fit for such cases.

4. Demobilization of the facilities after completion of works shall be in Contractor scope.

5. The bidder shall have to provide earth leakage circuit breaker at each point wherever

human operated electrical drives/ T&Ps are deployed.

6. The power supply will be from the available grid. EMPLOYER shall not be responsible for any inconvenience or delay caused due to any interruption of power supply/ variation in voltage level and no compensation for delay in work can be claimed by the contractor due to such non-supply on the grounds of idle labor, machinery or any other grounds.

7. The contractor should ensure that the work in critical areas is not held up in the event of

power breakdown. In the event of breakdown in the electric supply, if the progress of work is hampered, it will be the responsibility of the contractor to step up the progress of work after restoration of electric supply so that overall progress of work is not affected.

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3.4 Water 1. Contractor has to make his o w n arrangement for construction and drinking water

by resorting to the methods like bore well, water tankers etc. Necessary network for construction & drinking water system shall be done by the bidder at his own cost. Contractor is to get the construction water tested and approved by the customer at his own cost. However employer shall acquire and pay for all permits, approvals and/or licenses from all local, state or national govt. authorities or public service undertakings in the country where the site is located, which such authorities or undertakings require the employer to obtain in the employers name for the execution of contract (They include those required for the performance by both the contractor and employer of their respective obligations under the contract).

2. Contractor should arrange on their own, drinking water in their labor colony.

3. EMPLOYER shall not be responsible for any inconvenience or delay caused due to any

Interruption of water supply and the contractor shall claim n o c o m p e n s a t i o n f o r d e l a y i n w o r k f o r s u c h i n t e r r u p t i o n . Contractor may make standby arrangement for water for which no separate payment shall be made by EMPLOYER.

4. Contractor will have to arrange for storage of water to meet the day-to- day requirement.

Bidder will ensure adequate supply of construction water to meet the requirement of water during major concreting.

3.5 Communication Facilities

Contractor will have to arrange for all necessary communication facilities i.e. Telephone, fax, internet, intranet, e-mail etc. for proper site operations.

3.6 Compressed Air Supply

1. Contractor will have to arrange for Supply of Compressor and all other equipment required for compressor and compressed air system including pipes, valves, storage systems etc.

2. Installation of the above system and operation and maintenance of the same will be in

contractor’s scope.

3. Contractor will have to arrange for Supply of the all the consumables for the above system during the contract period.

4.0 T&Ps TO BE DEPLOYED BY CONTRACTOR 4.1 Tentative list of T&P to be deployed by contractor for successful completion of work is

given in Annexure –B. 4.2 It may be noted that the list is not exhaustive and is only for general guidance. The

contractor is required to provide all necessary T&P (other than those specified to be provided by EMPLOYER, if any) measuring (calibrated) instruments & handing

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equipment’s to maintain work progress for timely completion of total work as per contract. In case of project requirement, some activities may have to pre-pone. In such cases the contractor may have to deploy additional T&P. Quoted rate shall be inclusive of such emerging requirements. However, contractor shall submit deployment plan of all T&P along with tender bid.

4.3 In the event of any failure on the part of the contractor to deploy T & P to sustain desired work progress, EMPLOYER may at his discretion also terminate the contract on this ground, after giving due notice, and take out any or whole amount of the contract from the scope of the contractor. In the event of failure of contractor to deploy necessary and sufficient T&P/ IMTEs to maintain work progress, EMPLOYER will be at liberty to arrange the same at the risk & cost of contractor including transportation cost of same from any of EMPLOYER site/ other agency & charges as applicable shall be deducted from contractor’s RA bill. Decision of EMPLOYER in this regard will be final & binding on contractor.

4.4 T&P shown in the Annexure –B are tentative based on planned progress requirement .Actual Mobilization schedule, based on front availability, drawings and material availability at site is to reviewed and mutually agreed with EMPLOYER site periodically from time to time for mobilization of major T&Ps, and the same have to be adhered to and no change will be permitted without written approval of EMPLOYER site.

4.5 Further requirement of T&P will be reviewed from time to time at site and contractor will provide additional T&P/ equipment’s to ensure completion of entire work within schedule time without any financial implication to EMPLOYER. All other T&Ps shall be provided by the contractor without any extra cost to EMPLOYER. Vendor will give advance intimation & certification regarding capacity etc. prior to dispatch of heavy equipment’s.

5.0 TIME SCHEDULE

5.1 Mobilization

Contractor shall mobilize necessary resources within 2 weeks from the date of issue of LOI or as per the directive of Project Manager / Construction Manager. Such resources shall be progressively augmented to match the schedule of milestones and completion.

5.2 Completion Schedule

1. Entire work as detailed in tender specification shall be completed within18 months from Notice to Proceed issued by Construction Manager, NBPPL.

2. In order to meet above schedule in general, and any other intermediate targets set, tomeet customer/ project schedule requirements, contractor shall arrange & augment allnecessary resources from time to time on the instructions of EMPLOYER.

3. The work under the scope of this contract is deemed to be completed in all respects, onlywhen all the works are carried out as per satisfaction of EMPLOYER. The decision of

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EMPLOYER on completion date shall be final and binding on the contractor.

5.3 Milestones

Note: NTP = Notice to proceed issued by Construction Manager, NBPPL.

5.4 Based on the above milestone the bidder shall furnish the detailed quantified work program (L2 network) along with T&P list for completion of the works. These documents shall be submitted by the bidder along with the bid. The said program shall be finalized with the owner within 15 days of placement of award.

Bidder to note that, during Mobilisation period the bidder shall have to ensure submission and finalisation/ completion of following activities besides other activities required to be completed for execution of work:

a) Getting the Concrete Mix Design done from the reputed agencies as specified in Section-C &D (Specific / General Technical Requirements) and getting the same approved from owner.The Mix design shall be got done for different grades of concrete separately each for OPC andPPC.

b) Submission of details of Agency proposed to be engaged & getting the same approved fromthe owner for preparation of fabrication Drawing.

5.5 Extension of Time For Completion

1. If the completion of work as detailed in the scope of work gets delayed beyond thecontract/completion period, the contractor shall request for an extension of the contract andEMPLOYER at its discretion may extend the contract.

2. Based on the reviews jointly signed, the works balance at the end of original contract periodless the backlog attributable to the contractor shall be quantified, and the number of

S.No Activity Time from NTP 1 Fly Ash Silo Foundation 03 months 2 Silo Utility 12 months 3 Ash Water Pump House 12 months 4 Compreesor House/Vaccum House 12 months 5 Ash Slurry Pump House 14 months 6 Ash disposal pipe pedestal 16months 7 Ash trenches along ESP to Ash slurry

pump house 14 months (Excluding lining/ 18

months including lining) 8 Buffer hopper supporting structure

foundation 3 months

9 MCC Room/Transformer Yard 12 months 10 Readiness of railway crossing and

High way Road Crossing 14 months

11 Completion Period 18 months

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months of ‘Time extension’ required for completion of the same shall be jointly worked out. Within this period of ‘Time extension’, the contractor is bound to complete the portion of backlog attributable to the contractor. Any further ‘Time extension’ or ‘Time extensions’ at the end of the previous extension shall be worked out similarly.

3. However if any ‘Time extension’ is granted to the contractor to facilitate continuation ofwork and completion of contract, due to backlog attributable to the contractor alone, then itshall be without prejudice to the rights of EMPLOYER to impose penalty/ LD for thedelays attributable to the contractor, in addition to any other actions EMPLOYER may wishto take at the risk and cost of contractor.

4. A joint program shall be drawn for the balance amount of work to be completed during theperiod of ‘Time Extension’, along with matching resources to be deployed by thecontractor as per specified format. Review of the program and record of shortfall shall bedone.

5. During the period of ‘Time extension’, contractor shall maintain their resources as permutually agreed program.

6. At the end of total work completion as certified by Engineer In charge(EIC), and uponanalysis of the total delay, the portion of time extensions attributable to (i) Contractor,(ii) Force majeure conditions, and (iii) EMPLOYER, shall be worked out and shall beconsidered to be exhausted in the same order. The total period of time extensions shall bethe sum of (i), (ii) and (iii) above and shall be equal to period between the scheduled dateof completion and the actual date of completion of contract. LD shall be imposed/ leviedfor the portion of time extensions attributable to contractor and recoverable from the duespayable to the contractor.

6.0 OTHER REQUIREMENTS

6.1 Capacity of Bidder

Capacity of prospective bidders may be assessed by NBPPL before awarding the contract based on the ‘Assessment of Capacity of Bidder’ procedure followed by NBPPL/BHEL and as applicable in the similar type of jobs. If the bidder is found ‘Not Qualified’ as per the assessment carried out for this tender, his bid shall not be considered.

6.2 Materials

1. The contractor shall, at his own expenses (Inclusive of Taxes), provide all materials otherthan the free issue materials like structural steel, reinforcement steel, cement etc. requiredfor the work.

2. All stores and materials to be provided by the Contractor shall be of the best kind inconformity with the specifications laid down in the contract or as per relevant Indian

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standard and the Contractor shall, if requested by the Engineer In charge(EIC), furnish proof to the satisfaction of Engineer In charge(EIC) that the materials so comply.

3. The Contractor shall, at his own expense and without delay, supply to the Engineer In

charge (EIC) samples of materials proposed to be used in the works. The Engineer In charge(EIC) shall within seven days of supply of samples or within such further period as he may require will intimate to the Contractor in writing, whether samples are approved by him or not. If samples are not approved, the Contractor shall forthwith arrange to supply to the Engineer In charge (EIC) for his approval fresh samples complying with the specifications laid down in the Contract. Any delay in approval of samples (original or fresh ones) shall not make the contractor eligible for any compensation.

4. The Engineer In charge(EIC) shall have full powers for removal of any or all of the

materials brought to site by the Contractor which are not in accordance with the Contract specifications or do not conform in character or quality to samples approved by him. In case of default on the part of the Contractor in removing rejected materials, the Engineer In charge (EIC) shall be at liberty to have them removed by other means. The Engineer In charge (EIC) shall have full powers to procure other proper material to be substituted for rejected materials and in the event of the Contractor refusing to comply; he may cause the same to be supplied by other means. All costs, which may attend upon such removal and / or substitution, shall be borne by the Contractor.

5. The Contractor shall indemnify EMPLOYER, its representatives or employees against any

action, claim or proceeding relating to infringement or use of any patent or design or any alleged patent or design rights and shall pay any royalties or other charges which may be payable in respect of any article or material or part thereof included in the Contract. In the event of any claim being made or action being brought against EMPLOYER or any agent, servant or employee of EMPLOYER in respect of any such matters as aforesaid, the Contractor shall immediately be notified thereof, provided that such indemnity shall not apply when such infringement has taken place in complying with the specific directions issued by EMPLOYER but the Contractor shall pay any royalties or other charges payable in respect of any such use, the amount so paid being reimbursed to the Contractor only if the use was the result of any drawings / specifications issued after submission of the tender.

6. The Engineer In charge (EIC) shall be entitled to have tests carried out as specified in the Contract for any materials supplied by the Contractor other than those for which, as stated above, satisfactory proof has already been furnished, at the cost of the Contractor and the Contractor shall provide at his expense all facilities which the Engineer may require for the purpose. If no tests are specified in the Contract, and such tests are required by the Engineer, the Contractor shall provide all facilities required for the purpose and the charges for these tests shall be borne by the Contractor only. The cost of materials consumed in tests shall be borne by the Contractor in all cases except when otherwise provided.

7. In addition, the Contractor shall perform / submit at his own cost such tests / samples as

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may be required by the Engineer In charge (EIC) out of the materials used by the company except for the costs of materials used in such tests/ samples.

8. Material required for the works, whether brought by the Contractor or supplied by

EMPLOYER, shall be stored by the Contractor only at places approved by the Engineer. Storage and safe custody of material shall be the responsibility of the contractor.

9. EMPLOYER's officials concerned with the Contract shall be entitled at any time to

inspect and examine any materials intended to be used in or on the works, either on the Site or at factory or workshop or other place(s) where such materials are assembled, fabricated, manufactured or at any place (s) where these are lying or from which these are being obtained and the Contractor shall give such facilities as may be required for such inspection and examination.

10. All materials brought to the Site shall become and remain the property of EMPLOYER

and shall not be removed off the Site without the prior written approval of the Engineer In charge(EIC). But whenever the Works are finally completed and advance, if any, in respect of any such material is fully recovered, the Contractor shall at his own expense forthwith remove from the Site all surplus material originally supplied by him and upon such removal, the same shal l re-vest in and become the property of the Contractor.

6.3 Execution of Work

1. The work shall be executed in a workman like manner and to the entire satisfaction of the Engineer and as per technical specification issued with tender. In case of conflict, the decision of the Engineer In charge (EIC) shall be final & binding.

2. The Engineer In charge (EIC) will communicate or confirm his instructions to the

Contractor in respect of the execution of the work in a "Work Site Order Book” maintained at his office and the Contractor shall visit this office daily and shall confirm receipt of such instructions by signing the relevant entries in this book. Such entries will rank as order or notices in writing within the intent and meaning of these conditions.

6.4 Setting Out

1. All the works shall be set out to the true lines, grades and elevation indicated on the drawing. The contractor shall be responsible to locate and set out the works. Only one grid reference line and bench mark shall be made available for setting out the works under the contract. This reference lines shall be used as datum for the works under the contract and the contractor has to establish for his work area at available points horizontal and vertical control points.

The contractor shall inform EMPLOYER well in advance of the times & places at which he wishes to do work in the area allotted to him so that suitable datum points established by him are checked by EMPLOYER / Customer to enable the contractor to proceed with the works. Any work done without being properly located may be removed and / or dismantled by the contractor at its own expenses.

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2. The contractor shall at his own expense take all proper and responsible precautions to

preserve and maintain these datum marks to its true position In the event of these marks being disturbed or obliterated by accident or due to any other cause whatsoever, the same may be deemed necessary placed by EMPLOYER / Customer at contractor's expenses.

6.5 Site Drainage

All water including sub-soil water which may accumulate on the Site during the progress of the works or in trenches and excavations, including monsoon period shall be removed by the contractor from the Site to the satisfaction of the Engineer In charge(EIC). It will also be responsibility of the contractor to de- water all the foundation pits, trenches with suitable de-watering methods like, pumping out, well point system etc. Considering the depth of water table at plant site. All such expenditure on de-watering shall be deemed to be included in quoted rates.

6.6 Return of Materials

6.61 Return of Cement

Sealed cement bags remaining unused and in perfectly good condition at the time of completion or termination of the contract shall be returned promptly, (within 15 days from assessment) if EMPLOYER / Engineer is satisfied of the physical condition of the cement. Return of such cement to the project stores/ place as identified within the project area by Engineer/ EMPLOYER will not be entitled to handling and incidental charges. Surplus sealed and good conditioned cement bags will be taken back on weighment basis.

6.6.2 Return of Steel Including Scrap

1. All surplus steel and all wastage materials will be taken back on weighment basis.

2. Surplus, unused and un-tampered steel shal l be sorted section-wise and returned separately for a place directed by EMPLOYER /Engineer within the project area; Return of such materials will not be entitled to any handling and incidental charges.

3. All wastage/ scrap (including wastage, unusable scrap) shall be returned to the stores on weighment basis and a receipt obtained for material accounting purposes. Return of such material will not be entitled to any additional cost due handling and transportation and incidental charge.

6.7 Cement and Steel Consumption and Wastage

6.7.1 Cement Consumption

1. The theoretical consumption of cement shall be based on the following.

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2. For design mix concrete as per approved design mix.

3. For nominal mix concrete work, as per minimum cement as specified or as approved by Engineer-in-charge.

4. For item of works, where volume mix is permitted in writing by the EMPLOYER, for

masonry works, plaster other miscellaneous items, the cement consumption shall be governed by the “Statement of Cement Consumption” attached to the Delhi schedule of Rates of CPWD / DSR-2013 unless otherwise specified in the specifications or the drawing of contract or mutually agreed by Engineer-in-charge and contractor.

5. Actual consumption = Issue – Surplus/ unused quantity of cement

returned in good condition by contractor to store. (No sweep cement will be taken back by EMPLOYER).

6.7.2 Cement Wastage

1. Allowable wastage: One and half percent (+1.5%) of theoretical consumption of

cement unless specified otherwise in the technical specification.

2. For any material issued by EMPLOYER to the contractor free of cost, and which is not accounted for by the contractor to EMPLOYER, then recovery for such material shall be affected at Recovery rates.

6.7.3 Reinforcement Steel & MS Round Consumption

1. The theoretical consumption of various diameters of reinforcement and MS round shall be based on approved construction drawing and bar bending schedule. Weight shall be calculated considering the sectional weights as per Indian standards. No extra cost shall be payable to the contractor for any deviation in weights for the different procedures adopted for issue and calculation of t h e theoretical consumption including rolling tolerances.

2. Actual consumption = Issue – Surplus.

3. Surplus = Un-tampered and unused quantity of steel returned by the contractor

Sl. No.

Cement consumption Basis of issue & recovery

C-1 Theoretical consumption (without considering any wastage or loss).

Free

C-2 Actual consumption being Limited to one and Half percent (+1.5%) of aforesaid theoretical consumption towards allowable wastage.

Free

C-3 Actual consumption beyond one and half Percent (+1.5%) of above (C-1).

Recovery rate

Page No.: N16 of 29

to EMPLOYER store along-with relevant documents.

4. Wastage = Actual consumption – Theoretical consumption 6.7.4 Reinforcement Steel & MS Round Wastage

1. Allowable wastage: (+4%) o f t h e t heo r e t i ca l consumption shall be considered as allowable wastage.

2. Wastage and scrap shall be as per actual weighment basis

Sl.No. Reinforcement steel Basis of issue & penal recovery

R-1 Theoretical consumption (without considering wastage and scrap or loss)

Free

R-2 Wastage limited to plus four percent (+4%) of aforesaid theoretical consumption (R-1) Towards Allowable wastage.

Free

R-3 Wastage beyond four percent (+4%) of the Theoretical consumption above (R-1).

Recovery rate

6.7.5 Structural Steel Consumption

1. The theoret ical consumption of var ious sec t ions shall be based on approved drawings.

2. Weights shall be calculated considering the sectional weights as per Indian standard as mentioned in relevant clause. No extra shall be payable to you for any deviation in weights for the two different procedures adopted for issue and calculation of the theoretical consumption including rolling tolerances.

3. Actual consumption = Issue – Surplus.

4. Surplus = Un-tampered, unused, uncut quantity of steel returned by you to EMPLOYER store.

5. Wastage = Actual consumption – Theoretical consumption.

6.7.6 Structural Steel Wastage

1. Allowable wastage: 4% (four percent) of the theoretical consumption shall be

considered. Wastage is further classified as cut pieces and scrap measured as per actual weightment basis. Invisible wastage (loss of materials due to gas cutting, straightening of edges etc.) shall be limited to 0.5% (zero point five percent) of theoretical consumption and shall be considered for reconciliation purposes only. But this invisible wastage shall be considered to be included in allowable wastage (i.e. four percent).

Page No.: N17 of 29

Sl.No. Structural steel and SS liner Basis of issue & penal

S-1 Theoretical consumption (without considering any wastage, scrap or loss) as per specification & drg.

Free

S-2 Wastage limited to plus four percent (+4%) of the aforesaid theoretical consumption (S-1) towards allowable wastage.

Free

S-3 Wastage beyond four percent (4%) of the aforesaid theoretical consumption (S-1).

Recovery rate

2. All wastage reinforcement, MS round and s t ructura l steel shal l be returned to EMPLOYER.

6.8 Reconciliation of EMPLOYER Issued Materials

1. The contractor shall submit a reconciliation statement of cement and steel issued to him every month. The same may be submitted along with RA Bill.

2. The contractor shall properly account for the material issued to him as specified herein to the satisfaction of EMPLOYER certifying that the balance material are available with contractor’s custody at site.

3. If it is noticed by EMPLOYER that the wastage is high and calls recovery at the penal rate, then EMPLOYER will proceed for recovery for the excess wastage as per penal recovery rates as specified from RA bill.

4. The approved drawings/ bar bending schedules are to be considered for the purpose of reconciliation of materials.

6.9 Recovery of Material

If wastage exceeds the specified limit, the recovery of excess wastage shall be made from monthly RA bill at the penal rate stipulated below.

6.10 Recovery Rate of Materials

Sl.No. Item Recovery rate (Rs) 1 Cement (OPC/ PPC/PSC). 7500/- per MT 2 Reinforcement steel and MS rod etc. 58,000/- per MT 3 Structural steel materials. 70,000/- per MT

6.10 Inspection and Stage Approval of the Work

All work embracing more than one process shall be subject to examination and approval at each stage thereof and the Contractor shall give due notice in writing to the Engineer In charge (EIC) when each stage is ready. In default of such notice being received, the Engineer In charge (EIC) shall be entitled to approve the quality and extent thereof at any

Page No.: N18 of 29

time he may choose and in the event of any dispute, the decision of the Engineer In charge (EIC) thereon shall be final and conclusive.

6.11 Uncovering and Making Good

1. The Contractor shall uncover any part of the Works and/or make openings in or through the same as the Engineer may from time to time direct for his verification and shall reinstate and make good such part to the satisfaction of the Engineer In charge(EIC). If any such part has been covered up or put out of view after being approved by the Engineer and is subsequently found on uncovering to be executed in accordance with the Contract, the expenses of uncovering and / or making opening in or through, reinstating and making good the same shall be borne by EMPLOYER. In any other case all such expenses shall be borne by the Contractor.

2. If neither drawing nor specification contain any mention of minor details of construction which in the opinion of the Engineer In charge(EIC) whose decision shall be final and conclusive, are reasonable and obviously and fairly intended for satisfactory completion of work, such details shall be provided by the contractor without any extra cost, as if they were specially mentioned and shall be deemed to be included in the scope.

6.12 Nuisance

The Contractor shall not at any time do, cause or permit any nuisance on Site or do anything which shall cause unnecessary disturbance or inconvenience to owners, tenants or occupiers of other properties near the Site and to the public generally

6.13 Material Obtained From Excavation

Materials of any kind obtained from excavation on the Site shall remain the property of EMPLOYER / its client and shall be disposed of as the Engineer In charge (EIC) may direct, at no extra cost.

6.14 Treasure, Trove, Fossils Etc.

All fossils, coins, articles of value or antiquity and structures and other remains or things of geological or archaeological interest discovered on the site shall be the absolute property of EMPLOYER / EMPLOYER's client and the Contractor shall take reasonable precautions to prevent his workmen or any other person from removing or damaging any such article or thing, shall immediately upon discovery thereof and before removal acquaint the Engineer In charge(EIC) with such discovery and carryout the Engineer's directions as to the disposal of the same.

6.15 Protection of Works

1. Trees designated by the Engineer shall be protected from damage during the course of the works and earth level within 1 meter of each such t r e e s h a l l not be charged. Where necessary, such trees shall be protected by providing t e m p o r a r y fencing.

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2. The contractor shall provide and maintain at his own expense all lights, guards, fencing and watching when and where necessary or required by the Engineer In charge(EIC) for the protection of the Works or for the safety and convenience of those employed on the Works or the public.

3. The contractor shall have total responsibility for protecting his works till it is finally taken over by the EMPLOYER. No claim will be entertained by the Engineer In charge(EIC) for any damage or loss to the contractor’s works and the contractor shall be responsible for the complete restoration of the damaged works to its original condition to comply with the specifications and drawings. Should any such damage to the contractor's works occur because of other party not under his supervision or control, the contractor shall make his claim directly with the party concerned. The contractor shall not cause any delay in the repair of such damaged works because of any delay in the resolution of such disputes. The contractor shall proceed to repair the work immediately and no cause thereof will be assigned pending resolution of such disputes.

6.16 Protection of Embedment’s Bolts Etc.

The contractor shall ensure proper protection to the satisfaction of the Engineer In charge(EIC), of all bolts, inserts, embedment etc. from weather etc. by greasing, rapping them with gunny bags or canvas or by any other means as directed by Engineer In charge(EIC). Cost of such protections shall be deemed to be included in the rates quoted for the item.

6.17 Clearance of Site and Repairs.

Contractor has to clear the site / area where mechanical and electrical erection work is to be commenced / or in progress. The contractor s h a l l remove construction materials and equipment lying in the vicinity and causing obstruction in the erection work within 24 hrs. Notice, In case he fails to clear the site, this will be done at his risk & cost by EMPLOYER.

6.18 Quality Assurance

The contractor has to establish / arrange at site the field testing facilities for testing of civil construction materials and concrete cubes for ensuring the proper quality, grade and strength of the materials used in the construction in line with approved field quality check list of EMPLOYER/ its client. Contractor has to submit detailed report for testing of all material used etc. All testing shall be done as per IS code specifications/ EMPLOYER's quality plan. If further test is required by the engineer to be carried from outside laboratory, the cost of the same shall be borne by the contractor.

6.19 Completion of Work

1. The works shall be completed to the entire satisfaction of the Engineer In charge (EIC) and in accordance with the completion schedule as specified in the Contract, and all unused stores and materials, tools, plant, equipment, temporary buildings, site office,

Page No.: N20 of 29

labour hutments and other things shal l be r e m o v e d and the site and work cleared of rubbish and all waste materials and delivered up clean and tidy to the satisfaction of the Engineer In charge(EIC) at the Contractor's expenses.

2. EMPLOYER shall have power to take over from the Contractor from time to time such sections of the work as have been completed to the satisfaction of the Engineer In charge(EIC). Such work however shall not be treated as have been completed until the extra works are executed to the satisfaction of Engineer In charge (EIC). The Guarantee period shall commence only after handing over of the entire works.

3. The Engineer In charge (EIC) shall certify to the contractor the date on which the work is completed and the date thereof.

6.20 Method of Measurement

Method of measurements if not specified in the tender, shall be as per relevant IS Codes / CPWD codes.

6.21 Health, Safety & Environment management

1. The contractor shall comply with following towards Safety and Social accountability;

2. The contractor will be responsible for Health, Safety & Environment management at site for the construction activities to be carried out by them. The contractor shall continuously take special care to ensure the safety and prevention of human and equipment accidents and maintain good sanitary conditions in and around the site. All the construction work and plant operation must be carried out in the safest possible manner. The Engineer In charge(EIC) reserves the right to stop any process which, in the E I/C’s opinion, is being performed dangerously. In this case the contractor must immediately adhere the requisite safety precautions and any delays attributed to the work stoppage on this account shall not affect the agreed contractual finishing dates.

3. The contractor shall appoint dedicated full-time Qualified Safety Officers who shall have full authority to ensure that all necessary safety precautions are observed by the Contractor's employees and sub-contractors. These appointees shall have full responsibility for the safety of all personnel within the contractor's area of the works.

4. Some of the common safety rules to be followed during working are as follows:-

Nobody is allowed to enter at construction site without Safety Shoe.

Never enter work area without Safety helmet & chin strap in place.

No climbing/working allowed without proper safety belt above 2 m. height.

Do not exceed the speed limit 25 Kmph within premises.

No debris obstacles allowed on the roads & passages.

Do not walk on pipelines or false ceiling.

Page No.: N21 of 29

Maintain good House keeping at work site.

No photography/ Videography allowed without permission

All Site supervisors & engineers (including subcontractors) must be imparted structured training on construction safety before start of the job& record to be maintained.

Availability of qualified & trained Site Engineer at site during all working hours.

Site Safety training to be imparted to all workers & plan to be made to cover every

worker.

Tools box talk (5-15 minutes) by supervisor prior to start of any job.

All accident / incidents(Near Miss) to be reported & investigated.(formats

& procedure should be finalized) Daily Safety Checking by Each Site Engineer along with Safety engineer.

Weekly co-ordination meeting of all Safety engineers with EMPLOYER safety officer.

Monthly safety meeting with Site In-charges.

All Safety equipment must be ISI marked & checked by Safety officer before use.

Tag system for erection & use of scaffoldings.

Bamboo/wooden Scaffolding material not allowed.

LPG cylinders not allowed for gas cutting.

Good Housekeeping. Separate waste bins to be used for flammable & non- flammable

material.

Safety awareness programs for workers by display of boards, posters,

competitions, talks etc.

Deployment of Safety Supervisors for every 250 workers and part thereof at work site.

Display of List of First Aid trained persons.

Testing certificates for lifting tools & tackle.

Provision & maintenance of fire extinguishers at construction site &

Material stores.

Display of emergency telephone numbers at various locations.

For work in confined space use 24 V lamp fitting & use tools with air motors or

electric tools with max. 24 V.

For confined space entry Gas test must be done before & at regular intervals.

Checking & tag of equipment like grinding machine, welding machine, gas cutting set

etc. by supervisors before use.

Page No.: N22 of 29

5. Contractor shall ensure following:

A. Contractor has to maintain contact with local hospital having scanning

& other ultra-modern medical faci l i t ies required during emergency including Ambulance.

B. Contractor has to ensure pre-employment medical check for all staff & workers.

C. Contractor has to ensure that adequate First Aid facilities with trained nurse &

ambulance are available at work site for emergency purpose. This emergency set-up should include, but not limited to, following

• Male nurse (in shifts) • Oxygen set up • Breathing apparatus • Eye wash facility • Stretcher • Trauma blanket • Medicines

6. The Contractor shall be fully responsible for accidents caused due to him or his agents or

workmen’s negligence or carelessness in regard to the observance of the safety requirements and shall be liable to pay compensation for injuries. It may be noted that non-compliance to HSE requirements will result in penal action as decided by Engineer In charge (EIC).

7. The amount towards penalties will be deducted from running bills of the Contractor. The amount so collected above will be utilized for supporting the safety activities at site. The decision of EMPLOYER on above will be final and binding on the Contractor.

8. The contractor shall comply with following towards Social Accountability;

(a) The contractor shall not employ any employee less than 15 years of age in pursuant to ILO convention. If any child labor were found to have been engaged , the Contractor shall be levied with expenses of bearing his education expenditure which will include stipend to substantiate appropriate education or employ any other member of family enabling to bear the child education expenditure.

(b) The contractor shall not engage Forced/Bonded Labour and shall abide by abolition of Bonded Labour System (Abolition) Act, 1976.

(c) The con t r ac to r shall ma in t a in Health & safety requirement as stipulated in

the Contract and Contract Labour (Regulation & Abolition) Act 1970. (c) The Contractor shall abide by UN convention w.r.t Human Rights and shall be

liable for Discrimination/Corporal punishment for failure in meeting with relevant requirements.

Page No.: N23 of 29

(d) The Contractor shall abide the requirement of Contract labor (Regulation &

Abolition) Act, 1970 for working hours.

(f) The Contractor shall abide by the statutory requirement of Minimum Wages Act 1948, payment of Wages Act 1936

(g) The Contractor shall arrange potable drinking water to its employees & workers.

6.22 Discrepancies and Adjustment of Errors

1. The several documents forming the Contract are to be taken as mutually explanatory of on another, detailed drawings being followed in preference to small scale drawings and figures dimensions in preference to scale and special conditions in preference to general conditions.

2. In case of discrepancies between the different tender documents with respect to any

item description, quantity, payment terms and or other terms of conditions, the document should be considered in the following order of preference within( SCC being the most preferred/final document and GCC being the least preferred document):-

(a) Technical Specifications (TS) : Section-C(Specific Technical requirements) Section-B(BOQ) Section-D(General Technical specification)

(b) Technical conditions of contract (Section-A of Technical specifications) (c) Special Conditions of Contract (SCC) (d) Tender Drawings (e) General conditions of contract (GCC)

3. If there are varying or conflicting provisions made in any one document forming part of

the contract, the Engineer in charge (EIC) shall be the deciding authority with regard to the document.

4. Any error in description, quantity in schedule of quantities or any omission there from

shall not vitiate the contract or release the contractor from the execution of the whole or any part of the works comprised therein according to the drawings and specifications or from any of his obligations under the contract.

Page No.: N24 of 29

ANNEXURE- A LIST OF EQUIPMENTS FOR CIVIL SITE LABORATORY

CONCRETE TESTING EQUIPMENT SL NO. NAME OF TEST NAME OF EQUIPMENT SIZE OF

IS REF.

1 Initial & final setting

time,

Vicat Apparatus with desk pot

Standard

IS 5513

2 Shrinkage of

cement

Le Chatelier's apparatus Auto Clave Equipment

Standard

IS 5514

3

Abrasion value test Los Angles Abrasion testing

machine Standard

IS 2386

4

Aggregate Impact value test

Aggregate Impact value testing machine with blow counter

Standard

IS 9377

5 Aggregate crushing

value

Crushing value apparatus

Standard

IS 2386

6

Flakiness index Thickness gauge for

measuring flakiness index Standard

IS 2386

7 Elongation Index Elongation guage Standard IS 2386

8 Bulk density, voids and bulking appratus

Measuring cylinders 3, 5,10 & 15

liters cylinders

9

Concrete Compressive test

Digital Compressive Testing Machine with 2000 KN capacity.

2000KN capacity

IS 2505

10

Cement motor

Mortor Cube mould 70.6 x 70.6 x 70.6 mm, minimum 06 sets desired.

IS 10086

11

Concrete Cube casting

Concrete Cube Mould

150x150x150mm, min. 20 sets desired considering TG Raft major concreting activity.

IS 10086

12

Workability of concrete

Slump cone Standard, at least

04 nos.

IS 456

13 Specific gravityof

aggregates Pycnometer

Standard, at least 02 nos.

IS 383

14 Cement mortor

cube vibrating Motorised vibration machine for cement testing

Standard

IS 4031

Page No.: N25 of 29

15

Course aggregate Sieve analysis (Concrete & Road Works)

Sieve set

450mm dia GI Frames Size: 125 mm, 90 mm, 75 mm, 63 mm, 53 mm, 40 mm, 20 mm, 16 mm, 12.5 mm, 10 mm, 4.75 mm, Pan and cover

IS 383

16

Fine aggregate

Sieve set

200 mm dia Brass sieves; Size 4.75 mm, 2.36 mm, 1.18 mm 600 micron,300micron,150 micron, 75 micron,75micron,Pan and cover

IS 383

17 Seive Shaker Motorized Sieve shaker Mfg. Catalogue

18 Silt content check Sand silt content beaker Standard

19 Ultrasonic pulse velocity

UPV apparatus for concrete

Standard

Soil Testing Equipment (Leveling & Grading) 1 Liquid limit test Liquid limit apparatus Standard IS 2720

2

Core Cutter test

core cutter apparatus Rammer, 6 nos of

std

IS 2720

3

Proctor density test Std proctor

Compaction

Standard

IS 2720

4

Moisture Content

Rapid moisture meter Standard, at least

04

IS 2720

Page No.: N26 of 29

*The above list of equipment is minimum/ tentative.

*The deployment of equipment’s shall be made as per actual requirement at site to meet projectimplementation schedule.

* Any additional equipment required shall be deployed by bidder as per site requirementwithout any extra cost to NBPPL

Process Control Accessories

1 Hot air oven Temperature range 50° C to 300° C

600x600x600mm (min.size)

2 Electronic balance 3 nos 600gx0.01g, 10g and

3 Physical balance 5 kg capacity Weights upto 5 kg

4 Thermometer Temperature range 0° C to Digital

5 Poker Thermometer (Concrete Road)

Temperature range 0° C to 02 nos each

required6 Measuring jars 2 nos set of each size 100ml, 200ml,

500ml

7 Gauging trowlers 4 nos 100mm & 200 mm with

8 Spatula 2 nos each size

100mm & 200 mm with long blade

d 9 Stainless steel scoop 2 nos each 2 kg and 5 kg10 Vernier calipers 2 nos each 12 and 6" Sizes " 11 Digital pH meter 01 nos .01 mm least count 12 Digital micrometer 01 no 0.01 mm least

13 Digital paint thickness

meter for steel 02 nos. 500 micron Range

14 GI tray 02 nos. each 600x450x50mm, 450x300x40mm, 300x250x40mm

15 Electric morter mixer 01 no 0.25 CUM capacity

16 Rebound hammer test 01 no Digital Rebound hammer IS 13311

17 Screw Gauge 02 nos. 0.1 mm-10mm, Least

18

Digital paint thickness meter for masanory/ concrete painting measurement

02 nos. 150 micron range

Page No.: N27 of 29

ANNEXURE –B INDICATIVE LIST OF T&P TO BE ARRANGED BY CONTRACTOR

Major T&P items Qty. to be deployed(nos.)

1. Batch mixing plant (Minimum 30 cum/hr capacity) 1(Make not before 2013) 2. Transit mixer (Minimum 5 cum/hr capacity) 4(Make not before 2013) 3. Pre-mix plant Nil 4. Arrangement for controlled blasting including compressor 02 Sets 5. Concrete pumps (Minimum 30 CUM capacity) 2(Make not before 2013) 6. Road auto paver As per site requirement 7. Excavator (Minimum 1 CUM capacity) 3 8. De-watering pumps (electrical & stand by diesel) 6 (10 HP to 50HP) 9. Pay Loader 2 10. Dumpers/Trippers 6(Make not before 2013) 11. Truck mounted concrete mixer cum pump alongwith

placing boom minimum 40 m high 1

12. Concrete cutting power tools (DD2E of HILTI/BOSCH make)

1

13. Concrete core Cutting machine for drilling in concrete upto 75mm dia along with diamond bits

1

14. 10 HP submersible mono-block electric pump (KOS- 1040+ of Kirloskar or equivalent)

1

15. Self-priming dewatering pump 2 HP (diesel/ electric) 2 16. Dozer. 1 17. 12 / 20mm thick Ply shuttering board (4500 sqm) 18. MS scaffolding pipe / Acrow Pipe Preferably Cup Lock

System 30,000 RM (new)

19. Power driven earth rammer 4 20. Vibromax (earth compacter) 1 21. Vibro compactor/ plate compactor – drum width 750mm 2 22. Compression testing machine (200 T cap) 1 23. Electric winch with building hoist 3 24. Theodolite 1 second accuracy 1 25. Concrete cube moulds 80 26. Adequate no. of small trucks 2T/5T for movement within

site As per site requirement

27. Drinking water tank – 5000 lit. 2 28. Truck mounted water tank (minimum 5000 lit) Capacity

with sprinkler arrangement. 1

29. 125KVA Electric Generator 1 30. Concrete vibrator with adequate needle 7

(2-diesel & 5- electric) 31. Crawler mounted Crane (75 MT capacity) 2 32. Crawler mounted Crane 100 MT 1 33. Sumitomo crane or equivalent Capacity- 250 MT 1

Page No.: N28 of 29

34. Elec. Gantry crane(40 MT) 3 35. Hyd. Crane/Escort/Tata P&H320 or equivalent 14T-2 & 8T-3 36. Passenger cum goods lift 1 37. Electro hyd. Pipe bend machine 1 38. Magnetic base drill machine (All Cut) 2 39. Welding generator (320 Amp.) 20 40. Torque tightening m/c. (2 no. Capacity up to 30 dia HSFG

bolt tightening) 2

41. Sufficient quantity of steel ladders for approach up to the top of each erected column to be required during erection of columns.

2

42. Jack hammers/pavement breakers. 2 43. Power winch – 2T/3T/5T for structural erection 3 44. Power winch – 10T/15T for structural erection 2 45. Ultra-sonography testing machine for structural work. 1 46. Submerged arc welding machine 2 47. MIG/CO2 welding machine 3 48. DC Arc welding rectifier 3 49. Hoisting eqpt. 4 50. Mechanized modular units of Scaffolding and shuttering As per site requirement 51. Heavy plate bending machines 2 52. Shearing machines 2 53. Lathes 2 54. Milling machines 2 55. Rotary Hydraulic Rig 1(Make not before 2013) 56. Slip Form Shuttering 01 set 57. Portable fire extinguishers as below:

Soda acid Dry chemical powder CO2 Water & sand bucket (4 buckets in one stand) Fire hose with nozzle (50 M length)

5 sets 5 sets 3 sets 3 sets 2 sets

*The above deployment is tentative. *The deployment of T&P shall be made as per actual requirement at site to meet project Implementation schedule.

* Any additional equipment required shall be deployed by bidder as per site requirement without any extra cost to NBPPL.

Page No.: N29 of 29