GOVERNMENT OF TAMIL NADU Department of Tourism … · GOVERNMENT OF TAMIL NADU Department of ... development in priority State tourism sub circuits. ... Government of Tamil Nadu,

GOVERNMENT OF TAMIL NADU Department of Tourism

Infrastructure Development Investment Program for Tourism

In Tamil Nadu

ADB LOAN No. XXXX–IND

BIDDING DOCUMENT FOR

Procurement of Goods

Supply and Installation of Energy Efficient Lighting at 98 different tourist sites in 18 districts of Tamil Nadu.

Single-Stage: Two-Envelope

Bidding Procedure

Volume 2-Price Bid

Issued on : 07.12.2017

Invitation for Bids No : 254/PMU/ADB/TECH/2017 dt. 27.11.2017

ICB No : IDIPT/TN/T4/ICB/01/2017

Purchaser : The Project Director

Project Management Unit Infrastructure Development Investment Program

for Tourism in Tamil Nadu Department of Tourism Tamil Nadu Tourism Complex 2, Wallajah Road, Chennai – 600 002, Tamil Nadu

Telephone: +91-44-25333859 Email: [email protected]

Country : India

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Bidding Forms 1

Bidding Document for Energy Efficient Lighting (LED) Procurement of Goods Single-Stage: Two-Envelope

Bidding Forms

Table of Forms

Price Bid Submission Sheet ............................................................................................2 Preamble to Bill of Quantities.............................................................................................5

Bill of Quantities...............................................................................................................19

2 Bidding Forms

Bidding Document for Energy Efficient Lighting (LED Procurement of Goods Single-Stage: Two-Envelope

Price Bid Submission Sheet -- Note –

The Bidder must accomplish the Price Bid Submission Sheet on its letterhead clearly showing the bidder’s complete name and address.

Date: International Competitive Bidding (ICB) No.: Invitation for Bid (IFB) No.:

To:

The Project Director Project Management Unit, Infrastructure Development Investment Program for Tourism, Tamil Nadu, Department of Tourism, Tamil Nadu Tourism Complex, 2, Wallajah Road, Chennai – 600 002, State: Tamil Nadu Country: India

We, the undersigned, declare that: (a) We have examined and have no reservations to the Bidding Document, including the Addenda

issued in accordance with Instructions to Bidders (ITB) 8. (b) We offer to supply in conformity with the Bidding Document and in accordance with the delivery

schedule specified in Section 6 (Schedule of Supply), the following Goods and Related Services: . . . [insert a brief description of the goods and related services] . . .

(c) The total price of our Bid, excluding any discounts offered in item (d) below, is

(d) The discounts offered and the methodology for their application are as follows: Discounts: If our Bid is accepted, the following discounts shall apply: . . . . . [specify in detail each

discount offered and the specific item of the Schedule of Supply to which it applies] . . . . .

Methodology of Application of the Discounts: The discounts shall be applied using the following method: . . . . . [specify in detail the method that shall be used to apply the discounts] . . . .

(e) Our bid shall be valid for a period of . . . . [insert validity period as specified in ITB 20.1 of the BDS] . . . . days from the date fixed for the submission deadline in accordance with the Bidding Documents, and it shall remain binding upon us and may be accepted at any time before the expiration of that period.

[amount of foreign currency in words], [amount in figures], and [amount of local currency in words], [amount

in figures]

The total bid price from the price schedules should be entered by the Bidder inside this box. Absence of the

total bid price in the Price Bid Submission Sheet may result in the rejection of the bid.

Bidding Forms 3


(f) If our Bid is accepted, we commit to obtain a Performance Security in the amount of . . . . . [specify a

figure between 5% and 10%, which should be consistent with that of SCC 18.1] . . . . . percent of the Contract

Price for the due performance of the Contract. (g) The following commissions, gratuities, or fees have been paid or are to be paid with respect to the

bidding process or execution of the Contract:1

Name of Recipient Address Reason Amount

___________________ ___________________ ________________

___________

___________________ ___________________ ________________ ___________

(h) We understand that this Bid, together with your written acceptance thereof included in your

notification of award, shall constitute a binding contract between us, until a formal Contract is prepared and executed.

(i) We understand that you are not bound to accept the lowest evaluated bid or any other bid that you may receive.

(j) We agree to permit ADB or its representative to inspect our accounts and records and other

documents relating to the bid submission and to have them audited by auditors appointed by ADB. Name

In the capacity of

Signed

Duly authorized to sign the Bid for and on behalf of

Date

1 If none has been paid or is to be paid, indicate “None.”

4 Bidding Forms

Bidding Document for Energy Efficient Lighting (LED Procurement of Goods Single-Stage: Two-Envelope

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Preamble to BoQ 5


Preamble to Bill of Quantities I. General Introduction The Infrastructure Development Investment Program for Tourism [IDIPT] envisages an environmentally and culturally sustainable and socially inclusive tourism development across four states of India, viz Himachal Pradesh, Punjab, Uttarakhand and Tamil Nadu. It is developed and funded by the Asian Development Bank [ADB] through Ministry of Tourism, Government of India [GoI], and the state level executing agency being the respective Departments of Tourism of the participating four states. The IDIPT uses a sector loan approach through a multi-tranche financing facility in four tranches planned from 2011-2020. The expected impact of the Project in the four States is sustainable and inclusive tourism development in priority State tourism sub circuits. The Infrastructure Development Investment Programme for Tourism in Tamil Nadu – Project 2 was launched with the assistance of ADB on 15.12.2011 at a cost of Rs.450 crores. Out of Rs.450 Crores, ADB’s shore is Rs.315 crore (i.e.70%) and the State Government is financing is Rs.135 crore (i.e.30%) The closing date of the project is 30.6.2020. A list of sub-projects at an approximate cost of Rs.421.35 crores for Tranche-IV was prepared and placed before the 3rd State Level Steering Committee meeting of GOTN under the chairmanship of Hon’ble Minister for Tourism, Tamil Nadu on 23.12.2015. In accordance with the decision of 3rd SLSC meeting and based on the suggestion by the ADB during Project Review Mission, the sub-projects at a cost of Rs.421.35 crore were considered in the 4Th SLSC meeting of Government of Tamil Nadu. The sub-projects at a cost of Rs.421.35 crores was prepared and placed before the 4th State Level Steering Committee meeting held on 30.11.2016. Supply and Installation of Energy Efficient Lighting at 98 different tourist sites in 18 districts of Tamil Nadu is taken as one of the sub projects at a cost of Rs 32.50 crores as cleared by the 4th SLSC and accordingly DPR has been prepared. The actual cost of estimates works out to Rs.36.12 Crores as per actual need and based on the site condition. As more demand was received from various departments ,the present proposal is considered on actual field visit and providing lights to the nearby places only around the tourist spot /location.It is now proposed to provide in 98 Locations carrying 18 districts of tourist importance and the actual cost of estimate now works out to Rs.36.12 Crores against the approved amount of Rs 32.5 Crores and the excess cost can be met from the several savings in the project. 1. Scope of work: The scope of work involves Provision of improved basic urban infrastructure and services at tourist destinations and attractions for the State of Tamil Nadu thereby promoting sustainable economic growth through Tourism. Provision of Energy Efficient Lightings (LED) is for the convenience of the tourists/pilgrims to identify the tourist spots and for easy approach to the site. 2. Project Area: Supply and Installation of Energy Efficient Lighting at 98 different tourist sites in 18 districts of Tamil Nadu and they are, 1. Tiruvarur, 2. Pudukkottai 3. Nagapattinam 4. Vellore 5. Cuddalore 6. Salem 7. Dharmapuri 8. Villupuram 9. Tirunelveli 10. Thoothukudi 11. Trichy 12. Coimbatore 13. Thanjavoor 14. Erode 15. Kanniyakumari 16. Krishnagiri.17 Thiruvannamalai & 18. Sivagangai. The Conditions of Contract, Specification and Drawings are to be read in conjunction with the Bill of Quantities Schedule of Prices and reference shall be made to these documents for detailed descriptions, which are not repeated in the Bill of Quantities. The quantities given in the Bill of Quantities are estimated and provisional, and are given to provide a

Preamble to BoQ 6


common basis for bidding. The basis of payment will be the actual quantities of work ordered and carried out, as measured by the contractor and verified by the Engineer and valued at the rates and prices tendered in the priced bill of quantities, where applicable, and otherwise at such rates and prices as the Engineer may fix within the terms of the contract. Except where a provision is made under a separate item in the Bill of Quantities the amounts inserted in the Bill of Quantities shall be the full inclusive value of the work described under the respective items and includes constructional plant, labour supervision, materials, erection, defect liability, profit, taxes and duties together with all general risks, liabilities and obligations set forth or implied in the Contract. A rate or price shall be entered against each item in Bill of Quantities Items against which no amount is entered will be deemed to be covered by the other amounts and rates in the Schedule. The whole cost of complying with the provisions of the contract shall be included in the items provided in the priced bill of quantities, and where no items are provided the cost shall be deemed to be distributed among the rates and prices entered for the related items of work. Where an item is provided for the design of an element of the Plant, the amount entered shall include all costs and expenses which may be required to complete the design of that element including obtaining the approval of the Engineer to drawings and calculations where required Where an item is provided for the supply and installation of Plant or materials the amount entered shall include all costs and expenses necessary prior to incorporating such items in the Works and shall include for: 1. Design of that element including obtaining the Engineers approval of drawings or calculations as may

be specified or required; 2. Manufacture of the plant including the Engineer's approval of factory tests and certifications as may be

specified or required; 3. Delivery to and offloading at the site including the Engineers approval to or approval of delivery

inspection certificates as may be specified or required; and steps between the above activities. 4. Where an item is provided for an element of civil works the amount entered shall include for: 5. the site investigations for and the design of that element including obtaining the Engineer’s approval of

drawing and calculations as may be specified or required; 6. the construction of that element; 7. the additional civil works needed to install, fit and fix plant into that element; 8. The testing and setting to work of that element; and steps between the above. Where an item is provided for modification of existing plant or equipment, or pipe work the amount entered shall include removing, cleaning, storing, modifying and reinstating as specified, setting to work and all other incidental work. The amount shall also include the supply and erection of additional equipment or pipeline where required, to complete the installation. Where the supply or erection of any necessary equipment is not scheduled separately for payment, it shall be deemed to have been included under other items in the Bill of Quantities. All costs associated with testing and inspection at manufacturers' works, individual tests (pre commissioning tests) and Tests on Completion shall be deemed to be included in the items for supply and installation. All costs associated with the provision of samples or appurtenances, materials and workmanship and all

Preamble to BoQ 7


costs incurred in supplying manufacturer’s test certificates and in the provision of appliances, facilities and labour for testing, including both on and off Site, to demonstrate that material and workmanship comply with the Specification shall be deemed to be included in the items for supply and installation. All costs associated with the provision of samples, tests and certificates for material and workmanship for civil works, including provision of laboratory supervision, labour, facilities and transport both on and off site, to demonstration that materials and workmanship comply with the Specification shall be deemed to be included in the items for civil Works. Contractor will have to provide all assistance to Engineer or Engineers representative for taking all measurements of the works. The accepted measurement by contractor and Engineer shall be the basis of submission of bill by contractor. These joint measurements have to be attached with each bill by the contractor 3. Inspection of Site Bidder is requested to visit the site to acquaint themselves with all existing conditions, and with the nature and extent of work to be done under this contract as no extras will be allowed on the plea of want of information due to neglect of their part in this regard. 4. Temporary Installation: The Contractor shall provide and maintain temporary services necessary for the execution of the Works under the Contract. The Contractor shall make applications and install such services in accordance with the regulations and requirements of the relevant authorities. The Contractor shall be responsible for all costs and charges in connection with the installation of temporary services and maintenance of such services. On completion of the Works, the Contractor shall disconnect such services as directed by the Engineer Incharge. 5. Power The Contractor shall apply and pay for the required power and install temporary electrical installation for the Works, site office, Engineer’s and Consultant’s Offices, Stores, labour huts, yards and site lighting and testing for mechanical and electrical services done by others. Alternative arrangements shall be made available by the Contractor at the site for use in an emergency and or during power failures. The cost of supplying, installing running and maintaining the alternative arrangements shall be borne by the Contractor 6. Water The Contractor shall apply and pay for the continuation of temporary water supply connection to the site and construct storage tanks with adequate capacity, together with the necessary internal temporary PVC distribution system including an overhead tank at an adequate elevation, water pumps as may be required and providing taps, valves, etc. in order to provide water for the Works, for drinking purposes, and also for washing, bathing and sanitary facilities required by the Contractor’s workmen, the Employer, and the Engineer’s staff 7. Communication The contractor shall arrange for communication facilities such as phone, internet and fax at the project site. The Contractor shall be responsible for applying for connections and paying all charges for installation, rental, shifting and adapting same from time to time as may be required maintenance and the calls taken by him.

Preamble to BoQ 8


8. Materials All materials, equipment supplied shall be new, unused without any defects. All materials, equipment and accessories stated herein shall be the best of their respective kind and shall comply with the requirements of the relevant Standards, Specifications or equivalent where such exists. In all cases of permanent work specifications, model nos., makes etc., and other technical data shall be approved by the Engineer before an order is placed, and all materials, equipment, accessories and spares etc., supplied shall correspond in quality with the approved samples. The Engineer will exercise the right to reject all such items not complying in quality with the standard of the approved items and all costs incurred by this rejection shall be borne by the Contractor. All such rejected items shall be removed from the site. The Contractor shall provide the necessary details to the Engineer regarding the dates and sources of obtaining such items. 9. Trade Name Where reference is made to certain manufactures' products and items identified by registered trademarks, this has been done for the sole purpose of defining and establishing standards of quality and performance and not with the intention of restricting the procurement of material or fitting to a particular manufacturer. Any other materials equipment and accessories or equivalent may be used provided that the characteristics of type, quality, and appearance finish, method of construction and/or performance is not less than specified and provided also that the approval is first obtained, by the Engineer. 10. Site Clearance: Before the earth work is started the area coming under cutting and filling shall be cleared of all obstruction, loose stones, shrubs, rank vegetation, grass, bushes and rubbish removed up to a distance of 150 metres outside the periphery of the area under clearance. This work is deemed to be included in the earthwork item rate and no separate payment will be admissible. The roots of trees if any shall be removed to a minimum depth of 60 cm below ground level or a minimum of 30 cm below formation level whichever is lower and the hollows filled up with earth leveled and rammed. This work is deemed to be included in the earthwork items and no separate payment will be admissible for the work. Any material obtained from the site will be the property of the Government of India and the useful materials as decided by the Engineer-in-charge will be conveyed and properly stacked as directed within the lead specified The contractor shall supply labour and materials for setting out and making profiles and Burjis for the work at his own cost and the same shall be maintained during the excavation work. The Department will show grid co-ordinate or other reference points. It shall be the responsibility of the contractor to set out center lines correctly with reference to the drawings and install substantial reference marks. Checking of such alignment by the Department will not absolve the contractor from his responsibility to execute the work strictly in accordance with the drawings. 11. Excavation: The excavation under all classifications in areas in trenches or in pits shall be carried out systematically. Cutting shall be done from top to bottom and not under pining or under cutting will be allowed. The bottom and sides of excavation shall be dressed to proper level, slopes, steps, camber etc. by removing high spots and ramming thoroughly as directed by the Engineer- in-charge. All the excavation shall be carried out strictly to the dimensions given in the drawing. The width shall generally be of the width of mud mat concrete and depth as shown in drawing or as directed by the Engineer-in-charge, according to availability of the desired bearing capacity of soil below. Any excavation

Preamble to BoQ 9


if taken below the specified depths and levels, the contractor shall at his own cost fill up such over cut to the specified level as directed by the Engineer Incharge. After the excavation is completed, the contractor shall notify the Engineer-in-charge to that effect and no further work shall be taken up until the Engineer-in-charge has approved the depth and dimensions an also the nature of foundation materials, levels and measurements shall also be recorded prior to taking up any further work. The item for excavation also includes dewatering and shoring wherever required and no separate payment shall be made in respect of dewatering and shoring.

Shoring: Unless separately provided for in the schedule of quantities, the quoted rate for excavation shall include excavation of slopes to prevent falling in soil by providing and / or fixing, maintaining and removing of shorting, bracing etc. The contractor would be responsible for the design of shoring for proper retaining of sides of trenches, pits etc. with due consideration to the traffic, superimposed loads etc. shoring shall be of sufficient strength to resist the pressure and ensure safety from slips and to prevent damage to work and property and injury to persons. It shall be removed once the work is over with the instruction given by the Engineer Incharge.

Dewatering: Unless specifically provided for as a separate item in the schedule of quantities, rate shall also include bailing or pumping out all water which may accumulate in the excavation during the progress of further works.

Any material obtained from the excavation which in the opinion of the Engineer-in- charge is useful, shall be stacked separately in regular stacks as directed by the Engineer-in- charge and shall be the property of the Government. All materials excavated will remain the property of the Department. Rate for excavation includes sorting out of the useful materials and stacking them separately as directed within the specific lead. Material suitable and useful for backfilling or there use shall be stacked in convenient place but not in such a way as to obstruct free movement of materials, workers and vehicles or encroach on the area required for constructional purposes. It shall be used to the extent required to completely backfill the structure to original ground level. Materials not useful in anyway shall be disposed off as directed by the Engineer Incharge. The site shall be left clan of all debris and leveled on completion. 12. Backfilling in sides of Foundations, Plinth, Under Floor etc:

The backfilling shall be done after the concrete or masonry has fully set and shall be done in such a way as not to cause under-thrust on any part of the structure. Where suitable excavated material is to be used for backfilling, it shall be brought from the place where it was temporarily deposited and shall be used in backfilling. The scope of work for backfilling/ filling in foundation, plinth, under floors etc. shall include filling for all the buildings covered under the contract. Whenever excess excavated material is available at one site the same may be conveyed to another site where ever filling is required. Final site leveling after completion of works shall not be measured as separate item and deemed to be included in the item of excavation. All timber shoring and form work left in the trenches, pits, floors etc. shall be removed after their necessity ceases and trash of any sort shall be cleared out from the excavation. All the space between foundation masonry or concrete and the sides of excavation shall be backfilled properly as per specification and as directed by the Engineer Incharge to the original surface with approved materials No separate provision made for safety measures like barricading, sign boards, traffic control measures etc, during excavation The safety Measures are to be followed as per specifications and or as per site requirements in consultation with the Engineer.

Preamble to BoQ 10


No extra payment shall be made for reinstatement necessary due to his work outside the payment trench width. Contractor has to rectify the extra excavated surface at his own cost Bedding shall be done with available excavated materials or imported from nearby excavated trenches. No separate payment shall be made against the bedding item. The supply rate for granular material for bedding procured from quarry sites/borrow areas shall be paid separately as mentioned in the bill of quantities 13. Concrete The concrete used throughout this construction shall confirm to the requirements stated in the Specifications. Unless otherwise approved by the engineer ready mixed concrete from an approved manufacturer shall be used in the work. Ready mixed concrete used shall conform to relevant specification provisions. Formwork and necessary reinforcement shall be priced with concrete if separate items are not provided for such in the Bills of Quantities. Rates for concrete shall include for the following unless measured separately:-

1. Obtaining ready mix concrete, where necessary, as per specifications, and obtaining test report from the manufacturer.

2. Transporting, admixtures, handling, pumping / hoisting and placing at any height or depth. 3. Packing and tamping around reinforcement, including vibrating. 4. Mixing, hoisting / lowering, placing in position and packing around reinforcements, site mixed

concrete. 5. Vibrating and curing as specified. 6. All necessary stop boards, construction joints etc. 7. Finishing to slopes and falls and cross falls prepare surface ready for screed or paving where

necessary including cutting to sizes and temporary supports to form necessary grooves. 8. Water bars / water stops where necessary. 9. Making good after removal of form work. 10. Making provisions, in concrete to fix any fixtures required under the work. 11. Making provisions, leaving openings, sleeves for all pipe work and making good around

openings. 12. Rates for plain concrete blinding beds shall include for any necessary formwork at edges for the

extra width of concrete which may be required in lieu. 13. Concrete strength testing as specified. 14. Expansion joints as required or as shown in the drawings / as per the specifications

14. Reinforcement Reinforcement and all works in connection therewith shall be measured as the calculated weight of reinforcement detailed on the drawings or otherwise specified, and for this purpose the weight of reinforcement shall be taken as 0.00785kg/m for each mm2 of nominal cross-sectional area and in metric tonne. No measurement will be made in respect of any laps, chairs and pins placed in the reinforcement. The quantity to be measured and paid for these items shall not include wastage in cutting. Only steel actually installed and placed in position shall be paid. No separate payment shall be made for binding wire or tack welding in lieu of binding. 15. Structural Steel Work Items for structural steel work shall include for the manufacture, erection and fixing in the works by number of units, by length, or by weight as indicated in the Bill of Quantities.

Preamble to BoQ 11


No separate measurement for payment shall be made in respect of any site welding, bolts or either fixing devises, grout or bedding materials unless separate items are expressly provided in the Bill of Quantities. 16. Formwork

1. Formwork shall be as per relevant specification capable of achieving the specified finish.

2. Formwork shall include for all temporary or permanent forms moulds required for casting the concrete in-situ and all the temporary construction required for supports.

3. Formwork for the structural works shall be of approved quality timber, Plywood, or steel or any

other approved materials. 4. Formwork shall be properly designed and strictly as described in the specifications for the

particular type of concrete surface finish and it should be sufficiently strong and grout tight. Rate for Formwork shall include for:-

1. Fabricating, setting up and erection at any height or depth and striking off and cleaning, preparing for reuse and removing of formwork;

2. All necessary props, joists, struts etc., incidental items and materials such as nails, screws anchors hooks etc for formwork at any level, including additional propping, strutting and supporting decks;

3. Formwork in narrow widths and small quantities; for setting up, strutting and supporting at any height;

4. Unrecoverable formwork; 5. Coating with form oil, sprayed plastics or lining; 6. Rubbing down and making concrete surface good after removal of formwork; 7. Sealing of joints to avoid leaking of cement grouting; 8. Cleaning the surface before concreting (removing dirt, saw dust etc.)

17. Masonry works

A. Brick Masonry: Brick shall be best quality locally available bricks and shall be got approved by the Engineer-in-charge before incorporation in the work. It shall generally conform to IS 1077-1970. In any case minimum crushing strength shall not be less than 35 kg/sq.cm and water absorption shall not be more than 25% by weight. The Engineer-in-charge shall have the right to reject bricks obtained from any field where the soil has an appreciable quantity of sulphates and chlorides. Bricks shall be thoroughly soaked in water before using till the bubbles ceases. No half or quarter brick shall be used except as closer. The closers shall be cut to required size and used near the end of the walls

Brick work shall not be raised more than 10 courses a day unless otherwise approved by the

Engineer-in-charge. The brick work shall be kept wet for at least 7 days. Brick work shall be uniformly raised around and no part shall be raised more than 1.0 metre above another at any time.

All joints shall be thoroughly flushed with mortar of mix as specified in the schedule of quantities, at

every course. Care shall be taken to see that the bricks are bedded effectively and all joints completely filled to the full depth.

The joints of brick work to be plastered shall be raked out to a depth not less than 10mm as the work

proceeds. The surface of brick work shall be cleaned down and wiped properly before the mortar sets.

Preamble to BoQ 12


18. Scaffolding The Scaffolding shall be sound, strong and safe to withstand all loads likely to come upon it. The

holes which provide resting space for horizontal members shall not be left in masonry under one metre in width or immediately near the skew backs of arches. The holes left in the masonry work for supporting the scaffolding shall be filled and made good. Scaffolding shall be got approved by the Engineer. However, the Contractor shall be responsible for its safety.

The rates for brick work shall include the cost of the following: 1. Providing and fixing necessary single or double scaffolding and removing the same

after the work is completed. 2. Watering, curing, and lifting of material to any height. 3. Raking out of joints to receive plaster. 4. Forming slab sittings, cutting or leaving holes for lugs of windows, doors, sills, switch

and plug boxes etc. 5. Making good all holes, chases etc. to any depth due to conduit pipes, holdfasts, bolts,

switch and plug boxes etc. 6. Bedding and pointing precast lintels, sills etc. in or on walls. 7. For the purpose of measurements, the thickness of one brick wall ad over shall be

taken in terms of multiples of half brick. Brick work shall be measured in cubic meter.

B. Precast Cement Concrete Solid Block Masonry.

Material: Precast cement concrete solid blocks shall be of best quality locally available manufactured at site and should be approved by the Engineer-in-charge before incorporation in the work. The ingredient and the cement concrete used shall confirm to relevant IS as stipulated in specification for cement concrete works. The blocks shall be cured well atleast for 14 days before incorporation into the work. The cement mortar for concrete blocks masonry shall be 1:4 and joints shall not be more than 10mm thick.

The workmanship and mode of measurement shall be as per the Brick Masonry. It is measured in cubic meter. The rate quoted shall include cost of all materials, labour including frame work in casting the blocks, curing, transporting, handling, hoisting the blocks to proper level, curing masonry etc. complete

C. Random Rubble Masonry:

Stones shall be of the type specified. It shall be hard, sound, free from cracks, decay and weathering and shall be freshly quarried from an approved quarry. Stone with round surface shall not be used. The stones, when immersed in water for 24 hours, shall not absorb water by more than 5 per cent of their dry weight when tested in accordance with IS: 1124-1974. The length of stones shall not exceed 3 times its height nor shall be less than twice its height plus one joint. No stone shall be less in width than the height and width on the base shall not be greater than three-fourth of the thickness of the wall nor less than 150mm.

All mortar to be used shall be of the type and proportion mentioned in the item. Cement, sand and water to be sued shall conform to their relevant specifications as described under cement concrete. The masonry shall be laid plumb, lines levels, curves, shapes as shown in drawings. All required holes for passage o water or pipes are to be embedded during construction as specified.

All stones shall be wetted before laying in masonry. Concrete surfaces of columns, beams, lintels,

Preamble to BoQ 13


chajjas etc. coming in contact with masonry shall be properly chipped, washed and wetted before start of masonry work. The concrete slurry as the masonry work progresses in height. Clean chips and spawls carefully selected to fit in the space shall be wedded into the mortar. Joints and beds wherever necessary to avoid thick beds or joints or mortar. However, proper shaping and dressing of stones shall be done prior to their laying in masonry and hammering shall not be resorted to often after the stones are laid in position. The bond stones shall be used in every square metre area of masonry wall ad shall extend from front to back to thin walls having width of 600 mm. and shall overlap by atleast 150 mm. in walls having thickness more than 600mm. when lid from both sides. Stones in hearting and they shall not exceed 20 percent of the quantity of stone masonry. When practicable, the whole masonry in any structure shall be carried out upto a uniform level throughout. But when breaks are unavoidable in carrying the work continuously in uniform level, sufficiently long steps shall be left. All junction of walls shall be formed at the time when walls are being built. Cross walls should be carefully bonded in to the main walls. All masonry built in cement mortar shall be kept continuously wet for 14 days from the date of laying. It shall be measured in cubic metre.

19. Wood Work:

1. All timber shall be approved quality Class 1 timber unless specified otherwise in the specifications

or drawings.

2. The work shall include supply, fabricate and installation of doors / windows, with approved quality timber and finished as per the respective specification and the drawings.

3. All samples shall be provided for Engineer's approval prior to purchase of material.

4. All timber shall be pressured impregnated termite proof, seasoned, planed timber and sand papered by hand to have a smooth finish to receive paint.

5. Only 16% of moisture content is recommended for all timber.

6. The sizes given in the drawings and description of Bill of Quantities are final finished sizes after planing.

7. The contractor shall check the measurement of openings physically at the site before fabricating the doors / windows.

8. All the locks and ironmongery shall be as approved by the Architect. Samples shall be approved by the Architect prior to purchase.

9. Ironmongery and door furniture used including nails, screws, hinges, stays, pull rings and the like shall be of brass unless specifically stated otherwise in the drawings or the specifications.

Unless specified otherwise, rates shall include for: 1. Hoisting and fixing in position, drilling and making good. 2. All necessary brass nails hinges and screws, glue, rawl plugs etc,. 3. 5mm thick clear float glass as appropriate to suit the respective doors and windows, unless

specified otherwise in the drawings and schedules. 4. Fixing timber frames / sashes with brass screws lock sets with 3 keys manufactured in

Europe on all doors. 5. Painting with two coat of wood preservative, two coats of primer and two final coats of wood

sheen spray paint.

Preamble to BoQ 14


20. Cement Plastering for Walls & Ceilings: The plaster shall be finished to a true and plumb surface and to the proper degree of smoothness as required. The work shall be tested frequently as the work proceeds with a true straight edge not less than 2.5 m long and with plumb bobs. All horizontal lines and surfaces shall be tested with a level and all jambs and corners with a plumb bob as the work proceeds Any cracks which appear in the surface and all portions which sound hollow when tapped, or are found to be soft or otherwise defective, shall be cut out in rectangular shape and redone as directed by the Engineer. When ceiling plaster is done, it shall be finished to chamfered edge at an angle at its junction with a suitable tool when plaster is being done. Similarly when the wall plaster is being done, it shall be kept separate from the ceiling plaster by a thin straight groove not deeper than 6 mm drawn with any suitable method with the wall while the plaster is green Length and breadth shall be measured correct to a cm and its area shall be calculated in square metres correct to two places of decimal 21. White Wash The white wash shall be applied with moonj brushes to the specified number of coats. The operation for each coat shall consist of a stroke of the brush given from the top downwards, another from the bottom upwards over the first stroke, and similarly one stroke horizontally from the right and another from the left before it dries. Each coat shall be allowed to dry before the next one is applied. Further each coat shall be inspected and approved by the Engineer-n-Charge before the subsequent coat is applied. No portion of the surface shall be left out initially to be patched up later on. Measurements: Length and breadth shall be measured correct to a cm. and area shall be calculated in sqm correct to two places of decimals. The provided rate includes for scaffolding, cleaning the surface cost of brush labour etc. Painting:

1. All paint material shall be of quality acceptable to the Architect and shall be from a manufacturer approved by the Engineer.

2. All surfaces to receive paint shall be well cleaned and smoothened as specified and the prepared surface shall be approved by the Engineer before applying paint.

3. Cavities and uneven surfaces in plastered areas shall be filled with gypsum or other suitable approved filler material and allowed to set, and sand papered to give a smooth and even surface.

Rates for painting shall include for:-

1. All necessary scaffolding work including supply, erection and dismantling; 2. Preparation of surfaces, cleaning down; 3. Smoothing, knotting, stopping etc.; 4. Protecting floors, fittings etc.; 5. Removing and replacing door and window furniture and cleaning upon completion; 6. Providing samples and specification of all paints to be used in the works; 7. Preparation of approved plastered wall surfaces before applying paint;

Preamble to BoQ 15


22. FLOOR FINISHES Rates for Floor Finishes shall include for:-

1. Preparing surface for finishing or screed/backing; 2. Forming joints between different surfaces, and expansion joints; 3. Finishing to slopes falls and cross falls; 4. Making good or tile cutting to any required shape or size around pipes, sanitary fittings and

fixtures; 5. Cutting and wastage of tiles and other floor finishes; 6. Pointing to match tiles as approved; 7. Moulded and chamfered edges, rebated edges, splayed edges, round edges, grooves etc.; 8. All ends and angles of risers and edges of landings; 9. Cleaning and polishing of tiles after completion; 10. Providing samples and obtaining necessary approvals as and when required by the Engineer 11. Provide and obtain necessary approvals for the expansion joints if any 12. Protection of the completed work until the work is properly handed over to the Employer.

23. Electrical Installation:

1. Work shall be carried out by an experienced electrical contractor who has had previous

experience in similar projects and shall have necessary tools, equipment and experienced staff for Electrical installation and Testing.

2. When procuring main cables the Bidder shall take into account actual physical measurements to

avoid joints. Special orders shall be placed with manufacturers for cable lengths more than 100 meters.

3. All imported products and fittings shall have the country of manufacture and the specification

number marked distinctly. Rates for Electrical works shall include for:-

1. Assembling and jointing together and for any jointing material; for fixings and supports to each and any background inclusive of all fixing materials, components and special mountings; for cutting and pinning or building in all fixings and supports, including subsequently making good; and for disconnecting and re fixing equipment and fittings to enable other trades to proceed.

2. All wall, ceiling or floor sleeves and plates as required including any necessary packing and water

tight cable entries at locations with risks of water leaks.

3. All identification plates, discs, labels, type of service indicators, warning notices, circuit schedules, instruction charts and the like.

4. Marking the position of all holes, mortises, chases, sinking and the like in both the structure and

its coverings and for forming or cutting away same as required and for building in and all making good in connection therewith.

5. Switchboards, switchgear, distribution boards, control gear, fittings, equipment and the like shall

include for all fuses, MCBs, RCCBs, isolators, relays, contactors, instrumentation, indicators, interlocks, metering, cable entry boxes, gland plates earthing connection and the like and levelling.

6. Bus way systems where applicable shall include fire barriers, bends, joints, end boxes, end

covers, fuses, hangers, expansion joints and all other installation material.

Preamble to BoQ 16


7. Cables shall include for all fixings as necessary, cable terminations and glands, joint boxes, earthing lugs, bus bar clamps and the like; for drawing cable into conduit or ducts, laying into trunking or trenches, or fixing to cable tray or the fabric of the building; for bonding to earthing points and the like; and for all identification labels, markers and tags as required. Installation of underground cables shall include cutting trenches, laying cables as required by regulations, filling with sand, supplying and laying protecting tiles, warning tapes and compacting.

8. All PVC conduits shall be embedded, unless otherwise specified. Raceways and accessories

shall be of galvanized steel and shall include bends, tees, covers, joints, brackets, hangers and all other required installation material.

9. Conduiting, (rigid and flexible) cable trays, trunking, ladders and any other means of support

and/or mechanical protection to cables, forming openings in trunking; for bushing materials, pin racks and fire barriers; for suspension sets; and for all fittings, accessories, boxes and the like.

10. Lamp fittings shall include for all associated lamps, control gear ballasts, starters, capacitors,

diffuses, suspension sets and fixings including boxes, conduit boxes, wooden blocks, , break-joint rings, ceiling roses, connector blocks, compression glands, flexible cords, all wiring and the like as required.

11. Lighting and small power (or socket outlet) wiring circuits shall include PVC insulated copper

cables including earth cable of required cross section drawn in PVC or other conduits as per Specifications including junction boxes, ceiling boxes, wall boxes and electrical and other accessories.

12. Accessories shall include all necessary back plates, boxes, screws, nuts and bolts, iron / G.I.

brackets, rods, clips as per specification and all other necessary materials to complete the installation.

13. m. Transporting of all electrical equipment shall include the use of cranes, folk lifts and all other

methods of transport.

14. Protective painting to plant, equipment, conduit and the like shall include for all preparatory work and painting with rust inhibitive or other protective paint or coating.

15. Decorative painting to all exposed plant, equipment, conduit and the like shall include for all

preparatory work, primers, undercoats and finishing coats of paint to approved colours.

16. Preparing, making applications to statutory authorities and all follow up work and co-ordination to obtain permanent electrical connection to the building. Statutory payments made to authorities in this respect will be reimbursed to the contractor by the Client on submission of documentary proof of such payments.

17. Coordination of work with other services / subcontractors.

24. Sanitary Fittings and Plumbing The whole of the sanitary works shall be carried out by a licensed sanitary plumber according to the layout and as specified and as directed at site. It should be noted that the positions shown on plans are approximate. Exact positions would be indicated at site. Rates for sanitary fittings shall include for:

1. Fittings such as taps, waste water outlets, flushing cisterns, flush valves, internal overflows etc., the supporting brackets and incidental materials for fixing.

Preamble to BoQ 17


2. Assembling, jointing together, fixing components and jointing to pipes inclusive of necessary

3. couplings and for leaving perfectly clean undamaged and in perfect working order as on

completion. c. Jointing and connecting pipes to sanitary fittings

4. Testing and commissioning of installation

5. Making good the work disturbed 25. Site Protection: The Contractor shall provide all necessary fencing, hoardings, watching and lighting for the security of site and safeguarding the Works. The shelters, guard house and other facilities to be provided for the watchmen to do their duty in an efficient manner. Altering shifting and adapting same from time to time shall also be the responsibility of the Contractor. All costs in connection with this shall be borne by the Contractor 26. Daily Returns If required by the Engineer Incharge, the Contractor shall furnish 12 noon on every working day the following daily returns. A list of the labour employed on the previous day specifying the number employed, and out turn achieved Details of construction equipment deployed for the work. Particulars of all materials and goods delivered off-site and on-site.

27. Monthly Progress Report

1. The Contractor shall submit to the Engineer not later than the 5th working day of every month a Progress Report for the previous month which shall include the following items and information:

2. The marked Programme submitted at the previous Monthly Site Progress Meeting amended (if

necessary) to indicate agreed revisions 3. Summary of construction Plant on-site and off-site including dates of arrival and departure of

items. 4. Summary of principal materials and manufacturers items placed on order and delivered to the

sites. 5. Issues that are to be addressed by the contractor for the timely completion of work, the issues

which requires Employer’ intervention for settling the issue

(II). AS BUILT DRAWINGS

1) Unless otherwise specified the Contractor shall deliver to the Engineer two sets of hard copies to appropriate scale and on appropriate size paper, and one set of AutoCAD compatible soft copy in a compact disk.

2) Drawings of the buildings site work such as, paving, fencing, drainage, electrical ducts, water

sewerage system and all other services.

3) All drawings, documents and manuals shall be to a standard format. All drawings shall be to the size required by Engineer.

4) The Bid shall be deemed to include the cost of the preparation, supply and delivery of all

Preamble to BoQ 18


drawings, instruction manuals, transparent copies on polyester and information and copies thereof which the Contractor is required to provide under the terms of the Contract

(III) Provisional Sum, Contingencies and Taxes

1) Provision has made in the Bill of Quantities for contegencies and amount payable to line department for shifting of utility services suchas shifting of water supply pipeline, telephone / power supply cable for permanent restoration of National Highways, State Highways and PWD roads. Permanent restoration shall be done by concerned department and paid from provisional sum. The identification and permanent shifting of existing utilities namely water supply, sewerage, electricity, and telephone cable is the responsibility of the contractor and the cost towards shifting of utilities shall be borne by the Employer (for permanent shifting only) under the head of provisional sum. Temporary shifting of utilities is the responsibility of the contractor and no extra cost shall be paid against such works. The amount under provisional sum is fixed and the bidder shall not quote tender premium for this provision

2) Provisional sum” and/or “contingencies” means a sum included in the Contract and so designated

in the execution of any part of the Works or for the supply of goods, materials, Plant or services, or for contingencies, which sum may be used, in whole or in part, or not at all, on the instructions of the Engineer. The Contractor shall be entitled to only such amount in respect of the work, supply or contingencies to which Provisional Sums relate as the Engineer shall determine in accordance with this Clause .The Engineer shall notify the Contractor of any determination made under this clause, with prior consent of the Employer.

3) In respect of every Provisional Sum and/or “contingencies” the Engineer shall have authority to

issue instructions for the execution of work or the supply of, materials, Plant Sums or services by the Contractor, in which case the Contractor shall be entitled to an amount equal to the value thereof determined in accordance with Clause 15.

4) The Contractor shall produce to the Engineer all quotations, invoice, vouchers and accounts or

receipts in connection with expenditure in respect of Provisional Sums, except where work is valued in accordance with rates or prices set out in the Tender.

5) Provisional sums provided in the bill of quantities includes 2.5% petty supervision charges,

2.5% unforeseen items works during execution and 1% Labour Welfare fund.

6) The rate for each item of works mentioned in the bill of quantities does not include 12% GST (CGST =

6% SGST=6%) and hence it is shown separately in the bill of quantities as GST and the contractor requested to quote GST Separately for each item of works based on the basic rate.

Volume II Bill of Quantities

Bidding Document for Energy Efficient Lighting (LED) Procurement of Goods Single-Stage: Two-Envelope. [19]

Government of Tamil Nadu, Department of Tourism

Infrastructure Development Investment Programme For Tourism in Tamil Nadu (Project 4)

Procurement of the work of Supply and Installation of Energy Efficient Lighting at 98 different tourist sites in 18 districts of Tamil Nadu.

Bid Invitation No: 254/PMU/ADB/TECH/2017 Dated 27.11.2017

Contract Package No: IDIPT/TN/T4/ICB/01/2017 Name of the Bidder………………………………………..……………………………. Page:…………..

Price Schedule and related services to be offered from outside and within The Purchaser’s Country

Item No

Description of works Origin of country

Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR

Qty Units Unit Price Unit Price Total price per Item

1 2 3 4 5 6 7 8 9 10 11

1 TNEB Metering Panel (For Electrical Service Connection) Supply ,Installation, testing and commissioning of powder coated floor mounting TNEB Metering Panel board including all the necessary components as 1. Made up of 1.6mm thick CRCA sheet steel dust and

vermin proof enclosure supported with angle iron frame work of size 800mm x 800mm x 300 mm using angle iron frame 50 x 6 mm x 600mm fixed on ground with suitable size of TPN Copper bus bars for main and interconnecting

2. 3 nos 100 A Porcelain fuse with 63 A neutral link and phase indicating lamp and suitable provision with sealing arrangements for three phase 415V TNEB kWhr Meter and earthing as per requirement of CEIG and IE regulation, including foundation & masonry work with supply of Cement, aggregate ,finishing work etc.

234 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

2 Outdoor Type Distribution Board for High mast (IP54) – (12.5 Mtrs, 16 Mtrs, 20 Mtrs & 30 Mtrs) Supply, Installation, testing and commissioning of powder coated wall mounting Outdoor Type Distribution Board (IP 54) made up of 1.6mm thick CRCA sheet steel dust and vermin proof enclosure with suitable size of TPN Aluminium bus bar for main and interconnecting switchgear and earthing as per requirement of CEIG and IE regulation. The panel should be comprising the following switchgears, including foundation & masonry work with supply of Cement, aggregate, finishing work including all the necessary components as. 1) 40Amps 30 mA 4P RCCB/ELCB- 1 Nos 2) 25 Amps 30 mA DP RCCB/ELCB- 6 Nos 3) 24hrs Timer Switch - 1 No 4) 25A Power Contactor- 1 no 5) Auto / Manual Rotary Switch -1 no 6) Indicating Lamp-3 No

121 Nos

3 Outdoor Type Distribution Board for Street Light Control (IP 54) Supply, Installation, testing and commissioning of powder coated floor mounting Outdoor Type Distribution Board (IP 54) made up of 1.6mm thick CRCA sheet steel dust and vermin proof enclosure with suitable size of TPN Aluminium bus bar for main and interconnecting switchgear and earthing as per requirement of CEIG and IE regulation. The panel should be comprising the following switchgears, including foundation &masonry work with supply of Cement, aggregate, finishing work including all the necessary components as. 1) Four Pole 6 A to 32A,10KA MCB - 1 No 2) 25 Amps 30 mA 4P , RCCB/ELCB- 3 Nos 3) 25 Amps 30 mA DP, RCCB/ELCB- 1 No 4) 24hrs Timer Switch 1 No

234

Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

5) 25A Power Contactor, Auto / Manual Rotary Switch-1No 6) Indicating Lamp- 3 Nos

4 12.5 Mtrs High mast: Supply, installation, testing and commissioning 12.5 m high mast with 5 nos of LED IP 65 floodlight. The equipment covered by this specification should unless otherwise stated, be designed, manufactured and tested in accordance with the latest editions of the following Indian, International standards and should confirm to the regulations of the local authorities. a) IS 875 (Part III) 1987 (Code and practices for design loads for structures) b) IS 2062: 2006 (Hot rolled low, medium and high Tensile structural steel) The High Mast should be designed to withstand the maximum wind speed as per IS: 875.The High Mast should be of continuously tapered, polygonal cross section; 8 sided, and should be based on proven In-Tension design conforming to the standards referred above, to give an assured performance and reliable service. The structure should be suitable for wind loading as per IS 875 part3 1987. A design report to be submitted for the following parameters using dialux / calculux software. The installation and maintenance of the luminaries and lamps, it will be necessary to lower and raise the Lantern Carriage Assembly. To enable this, a suitable Winch Arrangement should be provided, with the winch fixed at the base of the mast and the specially designed head frame assembly at the top. The suspension system should essentially be without any intermediate joint and should consist of only non-corrodible stainless steel of AISI 316 grade. The stainless-steel wire ropes should be of marine grade 7/19 construction, the central core being of the same material.

23 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

The overall diameter of the rope should not be less than 6mm for 12.5 mtr. Top Diameter: 150 mm, Base Diameter: 340 mm, Number of Sections: 2 nos, Thickness of Galvanisation (min.): min 65 micron for sheet thickness of 3 mm, Stainless Steel wires diameter: 6 mm, Number of Ropes: 3 nos or Equivalent to Design standard. As per CEIG Specification Lightning Arrestor [1.2 m] to be provided and including separate Copper strip earthing. Provision for mounting Aviation obstruction light to be provided. As per Specification Rising and lowering of fixtures by suitable motorized control. Electrical control box to be provided in the Bottom of the high mast.

5 Foundation For 12.5 Mtrs High mast : Consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed

23 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

6 16 Mtrs High mast: Supply, installation, testing and commissioning 16m high mast with LED IP 65 flood light. The equipment covered by this specification should unless otherwise stated, be designed, manufactured and tested in accordance with the latest editions of the following Indian, International standards and should confirm to the regulations of the local authorities. a) IS 875 (Part III) 1987 (Code and practices for design loads for structures) b) IS 2062: 2006 (Hot rolled low, medium and high Tensile structural steel) The High Mast should be designed to withstand the maximum wind speed as per IS: 875.The High Mast should be of continuously tapered, polygonal cross section; 20 sided, and should be based on proven In-Tension design conforming to the standards referred above, to give an assured performance and reliable service. The structure should be suitable for wind loading as per IS 875 part3 1987. A design report to be submitted for the following parameters using dialux / calculux software. The stainless-steel wire ropes should be of marine grade 7/19 construction, the central core being of the same material. The overall diameter of the rope should not be less than 6mm for 16mtr. Top Diameter: 166 mm, Base Diameter: 415 mm, Number of Sections: 2 nos, Thickness of Galvanisation (min.): min 65 micron for sheet thickness of 4 mm Number of Ropes: 3 nos, or Equivalent to Design standard. As per CEIG Specification Lightning Arrestor [1.2 m] to be provided and including separate Copper strip earthing. Provision for mounting Aviation obstruction light to be provided. As per Specification Rising and lowering of fixtures by suitable motorized control.

59 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

Electrical control box to be provided in the Bottom of the high mast.

7 Foundation for 16 Mtrs High mast : Consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete .Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

59 Nos

8 20 Mtrs High mast: Supply, installation, testing and commissioning 20 m high mast with LED IP 65. The equipment covered by this specification should unless otherwise stated, be designed, manufactured and tested in accordance with the latest editions of the following Indian, International standards and should confirm to the regulations of the local authorities. a) IS 875 (Part III) 1987 (Code and practices for design loads for structures)

36 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

b) IS 2062: 2006 (Hot rolled low, medium and high Tensile structural steel) The High Mast should be designed to withstand the maximum wind speed as per IS: 875.The High Mast should be of continuously tapered, polygonal cross section; 20 sided, and should be based on proven In-Tension design conforming to the standards referred above, to give an assured performance and reliable service. The structure should be suitable for wind loading as per IS 875 part3 1987. A design report to be submitted for the following parameters using dialux / calculux software. The stainless-steel wire ropes should be of marine grade 7/19 construction, the central core being of the same material. The overall diameter of the rope should not be less than 6mm for 20 mtr. Top Diameter: 166 mm, Base Diameter: 419 mm, Number of Sections: 2 nos, Thickness of Galvanisation (min.): min 65 micron for sheet thickness of 4 mm. Stainless Steel wires diameter: 6 mm, Number of Ropes: 3 nos or Equivalent to Design standard. As per CEIG Specification Lightning Arrestor [1.2 m] to be provided and including separate Copper strip earthing. Provision for mounting Aviation obstruction light to be provided. As per Specification Rising and lowering of fixtures by suitable motorized control. Electrical control box to be provided in the Bottom of the high mast.

9 Foundation for 20 Mtrs High mast :consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of

36 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete as per specification and drawing Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

10 30 Mtrs High mast: Supply, installation, testing and commissioning 30 m high mast with LED IP 65 The equipment covered by this specification should unless otherwise stated, be designed, manufactured and tested in accordance with the latest editions of the following Indian, International standards and should confirm to the regulations of the local authorities. a) IS 875 (Part III) 1987 (Code and practices for design loads for structures) b) IS 2062: 2006 (Hot rolled low, medium and high Tensile structural steel) The High Mast should be designed to withstand the maximum wind speed as per IS: 875.The High Mast should be of continuously tapered, polygonal cross section; 20 sided, and should be based on proven In-Tension design conforming to the standards referred above, to give an assured performance and reliable service. The structure should be suitable for wind loading as per IS 875 part3 1987. A design report to be submitted for the following parameters using dialux /

3 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

calculux software. The stainless-steel wire ropes should be of marine grade 7/19 construction, the central core being of the same material. The overall diameter of the rope should not be less than 6mm for 30 mtr. Top Diameter: 206 mm, Base Diameter: 600 mm, Number of Sections: 3 nos, Thickness of Galvanisation (min.): min 65 micron for sheet thickness of 4 mm and 86 Microns for 5 mm, Stainless Steel wires diameter: 6 mm, Number of Ropes-3 nos or Equivalent to Design standard, as per CEIG Specification Lightning Arrestor [1.2 m] to be provided and including separate Copper strip earthing. Aviation Obstruction light should be provided. Mast should be supplied with LED aviation lamp. As per Specification Rising and lowering of fixtures by suitable motorized control. Electrical control box to be provided in the Bottom of the high mast.

11 FOUNDATION FOR 30M HIGH MAST: consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete .

3 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

12 9M Octagonal Pole (For Single arm): Supply, installation, testing and commissioning of 9 m octagonal pole for 1 no of LED Street Light. Octagonal poles should be designed as per ILE TR7 & BS5649 for structural design & as per IS875 (Part III), 1987 for dynamic loading. The pole shaft should be made single piece MS structure continuously tapered having polygonal (8/12 sides) cross section and a single longitudinal welding. The welding will be done as per BS 5135 / IS 9595.No circumferential welding should be allowed in the pole shaft. The MS should conform to BSEN 100025/100027. The structure should be single hot dip galvanized as per BS 729 / IS 2629. A suitably designed door should be provided at approximate 700mm height from the pole base. The door opening will be suitably reinforced for structural strength. The door should be flushed with pole external surface and should provide easy access for electrical connections at a maintainable height. A Suitable base flange will be welded and plate reinforcements will be provided between base flange &pole. Foundation accessories will be as per IS 1367. 9 m octagonal pole with single arm of 1.5 m length, 5-degree tilt. The pole should be with the following specifications:9 mtr GI octagonal pole, Height:9000mm, Top:70mm, Bottom:155mm, Thickness: 3mm, Base Plate: 260x260x16mm, the pole should be supplied with junction box with loop in loop out connection consisting of 10kV SPD and 2A cartridge type fuse & Equivalent to Design standard.

135 Nos



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Quantity in unit of

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$ / INR

(a) Foreign

Currency $

(b) Local

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1 2 3 4 5 6 7 8 9 10 11

13 Foundation for 9M Octagonal Pole (For Single arm), consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

135 Nos

14 9M Octagonal Pole: (Double Arm) Supply, installation, testing and commissioning 9 m octagonal pole for 2 no of LED Street Light. Octagonal poles should be designed as per ILE TR7 & BS5649 for structural design & as per IS875 (Part III), 1987 for dynamic loading. The pole shaft should be made single piece MS structure continuously tapered having polygonal (8/12 sides) cross section and a single longitudinal welding. The welding will be done as per BS 5135 / IS 9595.No circumferential welding should be allowed in the pole shaft. The MS should conform to BSEN 100025/100027. The structure

8 Nos



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should be single hot dip galvanized as per BS 729 / IS 2629. A suitably designed door should be provided at approximate 700mm height from the pole base. The door opening will be suitably reinforced for structural strength. The door should be flushed with pole external surface and should provide easy access for electrical connections at a maintainable height. A Suitable base flange will be welded and plate reinforcements will be provided between base flange &pole. Foundation accessories will be as per IS 1367. The pole should be supplied with junction box with loop in loop out connection consisting of 10kV SPD and 2A cartridge type fuse 2 nos & Equivalent to Design standard.9 m octagonal pole with Double Arm of 1.5 m length, 8-degree tilt. The pole should be with the following specifications:9 mtr GI octagonal pole, Height:9000mm, Top:70mm, Bottom:155mm, Thickness: 3mm, Base Plate: 260x260x16mm

15 Foundation for 9M Octagonal Pole( For Double arm) , consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level

8 Nos



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including proper fixing bolts and nuts for the base plate complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

16 8M Octagonal Pole: Supply, installation, testing and commissioning of 8 m octagonal pole for 1 no of LED Street Light. Octagonal poles should be designed as per ILE TR7 & BS5649 for structural design & as per IS875 (Part III), 1987 for dynamic loading. The pole shaft should be made single piece MS structure continuously tapered having polygonal (8/12 sides) cross section and a single longitudinal welding. The welding will be done as per BS 5135 / IS 9595.No circumferential welding should be allowed in the pole shaft. The MS should conform to BSEN 100025/100027. The structure should be single hot dip galvanized as per BS 729 / IS 2629. A suitably designed door should be provided at approximate 700mm height from the pole base. The door opening will be suitably reinforced for structural strength. The door should be flushed with pole external surface and should provide easy access for electrical connections at a maintainable height. A Suitable base flange will be welded and plate reinforcements will be provided between base flange &pole. Foundation accessories will be as per IS 1367. 8 m octagonal pole with single arm of 1.2 m length, 8-degree tilt. The pole should be with the following specifications:8 mtr GI octagonal pole, Height:8000mm, Top:70mm, Bottom:135mm, Thickness: 3mm, Base Plate: 225x225x16mm.The pole should be supplied with junction box with loop in loop out connection consisting of

715 Nos



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10kV SPD and 1A cartridge type fuse & Equivalent to Design standard

17 Foundation for 8 M Octagonal Pole : consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete .Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

715 Nos

18 7 M Octagonal Pole: Supply, installation, testing and commissioning 7 m octagonal pole for 1 no of LED Street Light. Octagonal poles should be designed as per ILE TR7 & BS5649 for structural design & as per IS875 (Part III), 1987 for dynamic loading. The pole shaft should be made single piece MS structure continuously tapered having polygonal (8/12 sides) cross section and a single longitudinal welding. The welding will be done as per BS 5135 / IS 9595.No circumferential

1206 Nos



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welding should be allowed in the pole shaft. The MS should conform to BSEN 100025/100027. The structure should be single hot dip galvanized as per BS 729 / IS 2629. A suitably designed door should be provided at approximate 700mm height from the pole base. The door opening will be suitably reinforced for structural strength. The door should be flushed with pole external surface and should provide easy access for electrical connections at a maintainable height. A Suitable base flange will be welded and plate reinforcements will be provided between base flange &pole. Foundation accessories will be as per IS 1367.7 m octagonal pole with single arm of 1.m length, 8-degree tilt. The pole should be with the following specifications:7 mtr GI octagonal pole, Height:7000mm, Top:70mm, Bottom:130 mm, Thickness: 3mm, Base Plate: 220 x220 x16 mm. The pole should be supplied with junction box with loop in loop out connection consisting of 10kV SPD and 1A cartridge type fuse & Equivalent to Design standard.

19 Foundation for 7 M Octagonal Pole :consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated

1206 Nos



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portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

20 5 M Octagonal Pole: Supply, installation, testing and commissioning 5 m octagonal pole for 1 no of LED Street Light. Octagonal poles should be designed as per ILE TR7 & BS5649 for structural design & as per IS875 (Part III), 1987 for dynamic loading. The pole shaft should be made single piece MS structure continuously tapered having polygonal (8/12 sides) cross section and a single longitudinal welding. The welding will be done as per BS 5135 / IS 9595.No circumferential welding should be allowed in the pole shaft. The MS should conform to BSEN 100025/100027. The structure should be single hot dip galvanized as per BS 729 / IS 2629. A suitably designed door should be provided at approximate 700mm height from the pole base. The door opening will be suitably reinforced for structural strength. The door should be flushed with pole external surface and should provide easy access for electrical connections at a maintainable height. A Suitable base flange will be welded and plate reinforcements will be provided between base flange & pole. The pole should be with 1.0m arm with 8-degree tilt. Foundation accessories will be as per IS 1367. 5 m octagonal pole the pole should be with the following specifications:5mtr

485 Nos



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GI octagonal pole, Height:5000mm, Top:70mm, Bottom:130 mm, Thickness: 3mm, Base Plate: 200 x200 x 12 mm. The pole should be supplied with junction box with loop in loop out connection consisting of 10kV SPD and 1A cartridge type fuse & Equivalent to Design standard

21 Foundation for 5 M Octagonal Pole: consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

485 Nos

22 5 Mtrs decorative tapered pole or Equivalent: Supply and installation of 5 Mtrs decorative tapered pole with pole shaft is either spun from 6063 alloy aluminium. A pole top plate and tenon are provided for top mount luminaire. A removable finial is available for poles

24 Nos



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receiving drilling patterns for side-mount luminaire arm assemblies. The structural base is cast from 356 alloy aluminium and provided with a 3.25” wide X 16.50” tall access door. The pole should be round tapered 16 flat flute types. A grounding provision with hardware is provided. The pole is inserted and welded into the structural base casting. The completed assembly is heat-treated to a T6 temper after the structural welding is completed. Anchor bolts should conform to ASTM F1554 Grade 55 and are provided with two hex nuts and two flat washers. Bolts have an “L” bend on one end and are galvanized a minimum of 12” on the threaded end. The standard finish for the pole assembly and components is polyester powder applied coating. The anchor base should be with bolt circle 11.5" (+/-1.5"), structural base dia should be 17" and thickness be 0.75". The Anchor bolts should be with DIA x LENGTH x HOOK (IN) - 0.75 x 17.00 x 3.00 with projection - 3.5" (+/-0.25"). The pole should be able to with stand the wind velocity of 100MPH / 160KMPH. The base and top dia of the pole should be 6" and 4.1" respectively (+/- 0.25") with a wall thickness of 0.125". The structure should weigh more than 40kg. The pole should be with a decorative base made of high quality aluminium casting provides clean and provided with stainless steel hardware. The base should be tapered 0.14"/FT suitable for 6" pole. The dimensions of the base should be 24" dia x 34.00" height with 1 nos access door. The pole should be supplied with junction box containing Loop in Loop Out terminals, earthing terminals and 1A Cartridge type fast reacting fuse module along with fuse. The JB should consist of 10kV (Common/Differential) SPD.



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23 Foundation for 5 Mtrs decorative tapered pole: (For Decorative Pole), consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete .Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

24 Nos

24 7 Mtrs decorative tapered pole or Equivalent: Supply and installation of 7Mtrs decorative tapered pole with pole shaft is either spun from 6063 alloy aluminium. A pole top plate and tenon are provided for top mount luminaire. A removable finial is available for poles receiving drilling patterns for side-mount luminaire arm assemblies. The structural base is cast from 356 alloy aluminium and provided with a 3.25” wide X 16.50” tall access door. The pole should be round tapered 16 flat flute types. A grounding provision with hardware is provided. The pole is inserted and welded into the

6 Nos



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structural base casting. The completed assembly is heat-treated to a T6 temper after the structural welding is completed. Anchor bolts should conform to ASTM F1554 Grade 55 and are provided with two hex nuts and two flat washers. Bolts have an “L” bend on one end and are galvanized a minimum of 12” on the threaded end. The standard finish for the pole assembly and components is polyester powder applied coating. The anchor base should be with bolt circle 11.5" (+/-1.5"), structural base dia should be 17" and thickness be 0.75". The Anchor bolts should be with DIA x LENGTH x HOOK (IN) - 0.75 x 17.00 x 3.00 with projection - 3.5" (+/-0.25"). The pole should be able to with stand the wind velocity of 100MPH / 160KMPH.

25 Foundation for 7 Mtrs decorative tapered pole: (For Decorative Pole) consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete as per

6 Nos



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specification and drawing (Drawing no –Light pole-STR-002) Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

26 20 w with 95 Lm/W or Equivalent LED Light: Supply, installation, testing and commissioning of less than 20W LED street light with SMD type LED cool white Lighting Fixture made up of LM 6 Pressure Die cast aluminium housing with corrosion resistant painting confirming to IP 65 , Impact resistance > = IK07 standards, separate compartment for LEDs & electronic driver, Power factor-> 0.95, Operating voltage 100-270 volt universal electronic potted driver with Surge Protection of 4KV, CRI >70, Total Harmonic Distortion < 20 % , Lumen maintenance ( L 70 ) 50,000 hr (considering 35 degree average night temperature). Test certificate from NABL accredited lab for LM 79 and LM 80 report. Aesthetically designed housing with Grey colour corrosion resistant painting luminaire with fin-less housing, with Polycarbonate bottom cover & Side entry type should consist of separate optical and control gear compartment. The luminaire should be with dedicated street lighting unique peanut optic lens to ensure a lux level of 4 LUX with uniformity as per IS1944 high spacing from pole to pole and cut-off type. The peanut lens should be fixed mechanically and not to be with glue pasted. The driver should be potted type. Unique air vents in housing design for better thermal management. The luminaire should be used with high power LEDs delivering a system lumen output >1900 lumens with CCT of 5700K. The efficacy of the luminaire should not be less than 90 Lm / W. Compliant with relevant

485 Nos



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immunity, safety and performance and EMI standards. The luminaire should be powder coated. The pole entry of the luminaire should be Side entry on standard pole 24 - 40mm. The luminaire should not weigh more than 1 kg. The luminaire should be Class I electrical. The product should be passed for EN 60598-2-3 for luminaires, EN 62471 photo biological safety, EN 61000-3-2 for harmonics, EN 61547 for EMC tests. It should be replaceable easily in the field condition.

27 38 W with 95 Lm/W or Equivalent LED Light: Supply, installation, testing and commissioning of less than 38 w LED high power SMD LED cool white Lighting Fixture made up of LM 6 Pressure Die cast aluminium housing with corrosion resistant painting confirming to IP 66 , Impact resistance > = IK07 standards, separate compartment for LEDs & electronic driver, Power factor-> 0.9, Operating voltage 140-270 volt universal electronic potted driver with Surge Protection of 10KV, CRI >70, Total Harmonic Distortion < 20 % , Lumen maintenance ( L 70 ) 50,000 hr (considering 35 degree average night temperature). Test certificate from NABL accredited lab for LM 79 and LM 80 report. Aesthetically designed housing with Grey colour corrosion resistant painting, with Polycarbonate bottom cover & Side entry type should consist of separate optical and control gear compartment. The luminaire should be with dedicated street lighting unique peanut optic lens to ensure a lux level of 8 LUX with uniformity as per IS1944 high spacing from pole to pole and cut-off type. The peanut lens should be fixed mechanically and not to be with glue pasted. The driver should be potted type. Unique air vents in housing design for better thermal management. The luminaire should be used with high power LEDs delivering a system lumen output 3400 lumens with CCT

1206 Nos



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of 5700K. The efficacy of the luminaire should not be less than 95 Lm / W. Compliant with relevant immunity, safety and performance and EMI standards. The luminaire should be powder coated. The pole entry of the luminaire should be Side entry on standard pole 24 - 40mm. The luminaire should not weigh more than 3.0 kg. The luminaire should be Class I electrical. The product should be passed for EN 60598-2-3 for luminaires, EN 62471 photo biological safety, EN 61000-3-2 for harmonics, EN 61547 for EMC tests. It should be replaceable easily in the field condition.

28 70 W with 95 Lm/W or Equivalent LED Light: Supply, installation, testing and commissioning of less than 70W LED street light with SMD type LED cool white Lighting Fixture made up of LM 6 Pressure Die cast aluminium housing with corrosion resistant painting confirming to IP 66 , Impact resistance > = IK07 standards, separate compartment for LEDs & electronic driver, Power factor-> 0.95, Operating voltage 140-270 volt universal electronic potted driver with Surge Protection of 10KV, CRI >70, Total Harmonic Distortion < 20 % , Lumen maintenance ( L 70 ) 50,000 hr (considering 35 degree average night temperature). Test certificate from NABL accredited lab for LM 79 and LM 80 report. Aesthetically designed housing with Grey colour corrosion resistant painting, with Polycarbonate bottom cover & Side entry type should consist of separate optical and control gear compartment. The luminaire should be with dedicated street lighting unique peanut optic lens to ensure a lux level of 15 LUX with uniformity as per IS1944 high spacing from pole to pole and cut-off type. The peanut lens should be fixed mechanically and not to be with glue pasted. The driver

775 Nos



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should be potted type. Unique air vents in housing design for better thermal management. The luminaire should be used with high power LEDs delivering a system lumen output > 6800 lumens with CCT of 5700K. The efficacy of the luminaire should not be less than 95 Lm / w. Compliant with relevant immunity, safety and performance and EMI standards. The luminaire should be powder coated. The pole entry of the luminaire should be Side entry on standard pole 40-60mm. The luminaire should not weigh more than 4.5 kg. The luminaire should be Class I electrical. The product should be passed for EN 60598-2-3 for luminaires, EN 62471 photo biological safety, EN 61000-3-2 for harmonics, EN 61547 for EMC tests. All the components such as driver, SPD should be within the luminaire. It should be replaceable easily in the field condition.

29 180 W with 95 Lm/W or Equivalent LED Light: Supply, installation, testing and commissioning of less than 180W LED street light with SMD type LED cool white Lighting Fixture made up of LM 6 Pressure Die cast aluminium housing with corrosion resistant painting confirming to IP 66 , Impact resistance > = IK07 standards, separate compartment for LEDs & electronic driver, Power factor-> 0.95, Operating voltage 140-270 volt universal electronic potted driver with Surge Protection of 10KV, CRI >70, Total Harmonic Distortion < 20 % , Lumen maintenance ( L 70 ) 50,000 hr (considering 35 degree average night temperature). Test certificate from NABL accredited lab for LM 79 and LM 80 report. Aesthetically designed housing with Grey colour corrosion resistant painting, with Polycarbonate bottom cover & Side entry type should consist of separate optical and control gear compartment the luminaire should be with dedicated street lighting unique peanut optic lens to ensure a lux level of 30 LUX with

151 Nos



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uniformity as per IS1944 high spacing from pole to pole and cut-off type. The peanut lens should be fixed mechanically and not to be with glue pasted. The driver should be potted type. Unique air vents in housing design for better thermal management. The luminaire should be used with high power LEDs delivering a system lumen output >17000 lumens with CCT of 5700K. The efficacy of the luminaire should not be less than 95 Lm / W. Compliant with relevant immunity, safety and performance and EMI standards. The luminaire should be powder coated. The pole entry of the luminaire should be Side entry on standard pole 40-60mm. The luminaire should not weigh more than 6.5 kg. The luminaire should be Class I electrical. The product should be passed for EN 60598-2-3 for luminaires, EN 62471 photo biological safety, EN 61000-3-2 for harmonics, EN 61547 for EMC tests. All the components such as driver, SPD and LILO should be within the luminaire. It should be replaceable easily in the field condition

30 165 W with 105 Lm/W or Equivalent ASYMMETRIC LED LIGHT: Supply, Installation, testing and commissioning of Asymmetric type LED floodlight with LM6 Pressure die-cast aluminium Housing and High Efficiency Glass cover. The peak intensity of the luminaire should fall at 50-60 degree of C180 plane (Should be denoted in the LM79 report / Photometric result from Dialux / Calculux). The luminaire should be mounted in a tilt of 0 to 15 degree from horizontal plane. The system lumen output should not be less than 17000 lumens and system wattage should not be more than 165W.The Driver Efficiency: > 85% and Life L70, 50k Hrs. Colour temp should be 5700K. The luminaire should be provided with Graduation disk for aiming and Suitable „C‟ clamp mounting. The luminaire should have an efficacy > 105lm

599 Nos



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/W. The luminaire should be IP 65, Class I protected. The luminaire should not weigh more than 13kg. The luminaire should be operated with > 0.9 and THD < 20%. The operating voltage should be 140-270V AC. The luminaire should be with >=IK05 and inbuilt surge protection >=3kV. The luminaire should be with toughened glass. The luminaire should be with individual LEDs with dedicated peanut lens, the lens should be mechanically fitted (Not glue fixed). The LEDs should be protected by toughened glass. The LEDs should be SMD type (not with COB type LED). The CRI should be >70. The luminaire should have a life of 50,000 burning hours @ L70. The driver should be potted type. The luminaire manufacture should submit LM79 and LM80 reports from NABL accredited lab.

31 210 W with 105 Lm/W or Equivalent ASYMMETRIC LED LIGHT: Supply, Installation, testing and commissioning of Asymmetric type LED floodlight with LM6 Pressure die-cast aluminium Housing and High Efficiency Glass cover. The peak intensity of the luminaire should fall at 50-60 degree of C180 plane (Should be denoted in the LM79 report / Photometric result from Dialux / Calculux). The luminaire should be mounted in a tilt of 0 to 15 degree from horizontal plane. The system lumen output should not be less than 21000 lumens and system wattage should not be more than 210W. The Driver Efficiency: > 85% and Life L70, 50k Hrs. Colour temp should be 5700K. The luminaire should be provided with Graduation disk for aiming and Suitable „C‟ clamp mounting. The luminaire should have an efficacy > 105lm /W. The luminaire should be IP 65, Class I protected. The luminaire should not weigh more than 13kg. The luminaire should be operated with > 0.9 and THD < 20%. The operating voltage should be 140-270V AC. The

160 Nos



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luminaire should be with >=IK05 and inbuilt surge protection >=3kV. The luminaire should be with toughened glass. The luminaire should be with individual LEDs with dedicated peanut lens, the lens should be mechanically fitted (Not glue fixed). The LEDs should be protected by toughened glass. The LEDs should be SMD type (not with COB type LED). The CRI should be >70. The luminaire should have a life of 50,000 burning hours @ L70. The driver should be potted type. The luminaire manufacture should submit LM79 and LM80 reports from NABL accredited lab.

32 210 W with 105 Lm/W or Equivalent SYMMETRIC LED LIGHT: Supply, Installation, testing and commissioning of symmetric type LED floodlight with LM6 Pressure die-cast aluminium Housing and High Efficiency Glass cover. The beam angle of the luminaire should fall at 90-100 degree of C0- C180 plane and 20-40 degree of C90 to C270 plane (Should be denoted in the LM79 report / Photometric result from Dialux / Calculux). The luminaire should be mounted in a tilt of 30 to 60 degree from horizontal plane. The system lumen output should not be less than 21000 lumens and system wattage should not be more than 210W. The Driver Efficiency: > 85% and Life L70, 50k Hrs. Colour temp should be 5700K. The luminaire should be provided with Graduation disk for aiming and Suitable „C‟ clamp mounting. The luminaire should have an efficacy > 105lm /W. The luminaire should be IP 65, Class I protected. The luminaire should not weigh more than 13kg. The luminaire should be operated with > 0.9 and THD < 20%. The operating voltage should be 140-270V AC. The luminaire should be with >=IK05 and inbuilt surge protection >=3kV. The

160 Nos



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luminaire should be with toughened glass. The luminaire should be with individual LEDs with dedicated peanut lens, the lens should be mechanically fitted (Not glue fixed). The LEDs should be protected by toughened glass. The LEDs should be SMD type (not with COB type LED). The CRI should be >70. The luminaire should have a life of 50,000 burning hours @ L70. The driver should be potted type. The luminaire manufacture should submit LM79 and LM80 reports from NABL accredited lab.

33 245 W with 105 Lm/W or Equivalent ASYMMETRIC LED LIGHT: Supply, Installation, testing and commissioning of Asymmetric type LED floodlight with LM6 Pressure die-cast aluminium Housing and High Efficiency Glass cover. The peak intensity of the luminaire should fall at 50-60 degree of C180 plane (Should be denoted in the LM79 report / Photometric result from Dialux / Calculux). The luminaire should be mounted in a tilt of 0 to 15 degree from horizontal plane. The system lumen output should not be less than 26000 lumens and system wattage should not be more than 245W The Driver Efficiency: > 85% and Life L70, 50k Hrs. Colour temp should be 5700K. The luminaire should be provided with Graduation disk for aiming and Suitable „C‟ clamp mounting. The luminaire should have an efficacy > 105 Lm /W. The luminaire should be IP 65, Class I protected. The dimension of the luminaire should not be more than 447 x 327 x 163mm (H x W x H). The luminaire should not weigh more than 13kg. The luminaire should be operated with > 0.9 and THD < 20%. The operating voltage should be 140-270V AC. The luminaire should be with >=IK05 and inbuilt surge protection >=3kV. The luminaire should be with toughened glass. The luminaire

63 Nos



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should be with individual LEDs with dedicated peanut lens, the lens should be mechanically fitted (Not glue fixed). The LEDs should be protected by toughened glass. The LEDs should be SMD type (not with COB type LED). The CRI should be >70. The luminaire should have a life of 50,000 burning hours @ L70. The driver should be potted type. The luminaire, LED chips and the driver should be of same make. The luminaire manufacture should submit LM79 and LM80 reports from NABL accredited lab.

34 245 W with 105 Lm/W or Equivalent SYMMETRIC LED LIGHT: Supply, Installation, testing and commissioning of Symmetric type LED floodlight with LM6 Pressure die-cast aluminium Housing and High Efficiency Glass cover. The peak intensity of the luminaire should fall at 50-60 degree of C180 plane (Should be denoted in the LM79 report / Photometric result from Dialux / Calculux). The luminaire should be mounted in a tilt of 0 to 15 degree from horizontal plane. The system lumen output should not be less than 26000 lumens and system wattage should not be more than 245W. The Driver Efficiency: > 85% and Life L70, 50k Hrs. Colour temp should be 5700K. The luminaire should be provided with Graduation disk for aiming and Suitable „C‟ clamp mounting. The luminaire should have an efficacy > 105 Lm /W. The luminaire should be IP 65, Class I protected. The dimension of the luminaire should not be more than 447 x 327 x 163mm (H x W x H). The luminaire should not weigh more than 13kg. The luminaire should be operated with > 0.9 and THD < 20%. The operating voltage should be 140-270V AC. The luminaire should be with >=IK05 and inbuilt surge protection >=3kV. The

63 Nos



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luminaire should be with toughened glass. The luminaire should be with individual LEDs with dedicated peanut lens, the lens should be mechanically fitted (Not glue fixed). The LEDs should be protected by toughened glass. The LEDs should be SMD type (not with COB type LED). The CRI should be >70. The luminaire should have a life of 50,000 burning hours @ L70. The driver should be potted type. The luminaire manufacture should submit LM79 and LM80 reports from NABL accredited lab.

35 107 W with 95 Lm/W or Equivalent FLOOD LIGHT: Supply, Installation, testing and commissioning of LED floodlight with LM6 Pressure die-cast aluminium Housing and High Efficiency Glass cover. The luminaire should be mounted in a tilt of 30 to 60 degree from horizontal plane. The system lumen output should not be less than 11000 lumens and system wattage should not be more than 107W. The Driver Efficiency: > 85% and Life L70, 50k Hrs. Colour temp should be 5700K. The luminaire should be provided with Graduation disk for aiming and Suitable „C‟ clamp mounting. The luminaire should have an efficacy > 95lm /W. The luminaire should be IP 66, Class I protected. The luminaire should not weigh more than 7kg. The luminaire should be operated with > 0.9 and THD < 20%. The operating voltage should be 140-270V AC. The luminaire should be with >=IK07 and inbuilt surge protection >=3kV. The luminaire should be with toughened glass. The luminaire should be with individual LEDs with dedicated peanut lens, the lens should be mechanically fitted (Not glue fixed). The LEDs should be protected by toughened glass. The LEDs should be SMD type (not with COB type LED). The CRI should be >70. The luminaire should have a life of 50,000 burning hours @ L70. The driver should be potted type. The luminaire manufacture should submit LM79 and LM80 reports from NABL accredited lab.

34 Nos



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36 275 W EXTERIOR LIGHT (RBGW): or Equivalent Supply, Installation, testing and commissioning of IP 66 surface mounted LED Premium long-throw exterior RGBW (Red Blue Green White) LED floodlight with intelligent colour light fixture operating on 230VAC Mains with Operating Voltage range between 100VAC to 240VAC. Power Supply should be integral part of the luminaire and should have >80% Efficiency with Power Factor of 0.9. Max power consumption of 275W using RGBW LEDs. Beam angle of 63 degree. Die cast aluminium housing & clear glass cover housing. Fixture should confirm LM 79 i.e. lumem maintenance of 50% at 50000 burning hours at 50 deg C. Fixture should have constant locking hinges for simple position control from various angles without special tools. The light fixture connections should be via unified mains voltage & control data cable e.g. Line, Neutral, Earth & Data and should be programmable using 8 bits or 16-bit control with DMX512 protocol as per the lighting sequence required for desired theme creation. The lumen output of the product with native lens should be >11000 Lm with efficacy of > 41.5 Lm/W and luminaire should have CE/CB & UL Certification. Photometric data should be passed on test results from an independent testing NABL accredited lab. The luminaire manufacturer should deliver common and repeatable colour point to maintain colour consistency from fixture to fixture over time, while ensuring a reliable supply of LEDs from the supplier. The luminaire manufacturer should provide optical performance, polar diagrams and photometric data in various formats including IES file format in accordance with IES LM-79-08. The luminaire should be with IK 07. Weight: < 35 kg (75 lb). Effective Projected Area (EPA) 0.420 m². Operating temperature should be from -40° to +50° C (-40° – +122° F). Fixture Connections: Integral

7 Nos



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male/female waterproof connector. The luminaire should be Qty 7 nos. The luminaire should be supplied with 1 no outdoor type junction box (IP65) and IP 54 panel box of size 300mm X 300mm X 300mm mounted in a civil pedestal. Data Controller: The luminaire should be supplied with Power Data Supply specifically designed for Colour Burst luminaires operates on the same technology [single-cable line voltage operation] as mentioned above with the following features - Data formatting device should operate on 230VAC mains with Operating Voltage range between 100-240V AC, 50-60 Hz. Max connected load 20A to enable long run lengths from single power supply point. Internal loss not to exceed 15W. Ambient temperature -10 to 50 degree Celsius. Protection rating - IP 66 (Suitable for humid / raining locations). Should have input & output connections for CAT5/CAT6E cable for data signal. (Qty. 1 no). Colour Changing Controller: The luminaire should be supplied with Lighting controller with connectivity to all the data interface devices and with Its own memory to change or modify the lighting sequence as per the user required. The controller should be addressable from external Laptop/computer and with USB connection to change the lighting sequence as required by user. Controller should have Ethernet port for connection over Ethernet Network. Controller should have customizable effects as: Fixed Colour/Colour Wash/Cross Fade/Streak/Chasing/Colour Bars/Ripple/Burst/Image fade/Random Colour/Strobe/Sweep. (Qty. 1 no)

37 Decorative Pole with Light: (For < 43 W LED -5mtrs): or Equivalent Supply, installation, testing and commissioning of high end LED decorative post top luminaire. The system lumen should be more than 3500 lumens. The Luminaire light beam spread should be 148° x 148°. The luminaire

72 Nos



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efficacy should be greater than 84 Lm/ W. The luminaire should be with CCT of 3000K; CRI > 80; Median useful life L80B10 Up to 100,000 hours; Average ambient temperature -20 to +50 °C; Driver: Built-in (self-ballasted LED-module); Mains voltage: 220-240 V / 50-60 Hz. The luminaire should have a special optics of Distribution Symmetrical (DS) using special Polymathic methacrylate lens. The operating power factor should be > 0.9 and THD < 20%. The LED should be SMD type (not COB type) with special lens. The Optical cover should be clear Tempered flat glass. Gasket: silicon rubber heat resistant. The Housing should be with high-pressure aluminium and Glass should be thermally hardened, 5 mm thick. Weight: below 13 kg max and Max SC x: 0.15 m². Dimension of the luminaire: 428 x 428 x 591 mm. The luminaire should be with IP rating IP66 and IK rating IK10 clear flat glass. The luminaire should have an in-built surge protection of Surge protection 6 kV (Common / differential). The luminaire should be with Certification CE and ENEC. The luminaire should be with RoHS compliance Electrical class Class I and Class II. The driver should be of potted DALI type. The cable entry should be M20 cable gland with strain relief, for cable Ø 6-12 mm. Bracket: The luminaire should be supplied along with decorative bracket of height 500mm, length 897mm pole entry dia of 101.6mm. The centre of the pole dia to fixture spigot dia should be 750mm. The cap for pole top Ø should be 76 mm. The bracket should be made of steel, the bracket should have mounting to support the Pole mounting bracket with 2 points and fixing center 240 mm. Tilt angle should be 0°. The bracket should have a finish of Black. Pole: The luminaire should be supplied with decorative tubular pole with dia of 90mm. The total height of the pole along with base should be > 5 m. The height



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of the base should be 1.1m. The base plate of the pole should be Sealed by 4 JT20/M18 x 400 bolts with 2 washers and 2 nuts per bolt. The pole should have a finish of Black N9 (MN332L). The pole should be suitable to mount the above-mentioned bracket. The pole should be supplied with junction box containing Loop in Loop Out terminals, earthing terminals and 1A Cartridge type fast reacting fuse module along with fuse. The JB should consist of 10kV (Common/Differential) SPD.

38 Foundation for Decorative Pole with Light: (For < 43 W LED -5mtrs) consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

72 Nos



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39 Decorative Pole with Light or Equivalent: (For < 43 W LED -7mtrs) Supply, installation, testing and commissioning of high end LED decorative post top luminaire. The system lumen should be more than 3500 lumens. The Luminaire light beam spread should be 148° x 148°. The luminaire efficacy should be greater than 84 Lm/ W. The luminaire should be with CCT of 3000K; CRI > 80; Median useful life L80B10 Up to 100,000 hours; Average ambient temperature -20 to +50 °C; Driver: Built-in (self-ballasted LED-module); Mains voltage: 220-240 V / 50-60 Hz. The luminaire should have a special optics of Distribution Symmetrical (DS) using special Polymathic methacrylate lens. The operating power factor should be > 0.9 and THD < 20%. The LED should be SMD type (not COB type) with special lens. The Optical cover should be clear Tempered flat glass. Gasket: silicon rubber heat resistant. The Housing should be with high-pressure aluminium and Glass should be thermally hardened, 5 mm thick. The finish should be Black N9 (MN332L). Weight: below 13 kg max and Max SC x: 0.15 m². Dimension of the luminaire: 428 x 428 x 591 mm. The luminaire should be with IP rating IP66 and IK rating IK10 clear flat glass. The luminaire should have an in-built surge protection of Surge protection 6 kV (Common / differential). The luminaire should be with Certification CE and ENEC. The luminaire should be with RoHS compliance Electrical class Class I and Class II. The driver should be of potted DALI type. The cable entry should be M20 cable gland with strain relief, for cable Ø 6-12 mm. Bracket: The luminaire should be supplied along with decorative bracket of height 500mm, length 897mm pole entry dia of 101.6mm. The centre of the pole dia to fixture spigot dia should be 750mm. The cap for pole top Ø

12 Nos



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should be 76 mm. The bracket should be made of steel, the bracket should have mounting to support the Pole mounting bracket with 2 points and fixing center 240 mm. Tilt angle should be 0°. The bracket should have a finish of Black. Pole: The luminaire should be supplied with decorative tubular pole with dia of 90mm. The total height of the pole along with base should be 7 m. The height of the of the base should be 1.1m. The base plate of the pole should be Sealed by 4 JT20/M18 x 400 bolts with 2 washers and 2 nuts per bolt. The pole should have a finish of Black N9 (MN332L). The pole should be suitable to mount the above-mentioned bracket. The pole should be supplied with junction box containing Loop in Loop Out terminals, earthing terminals and 1A Cartridge type fast reacting fuse module along with fuse. The JB should consist of 10kV (Common/Differential) SPD.

40 Foundation for Decorative Pole with Light: (For < 43 W LED -7mtrs) consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate

12 Nos



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complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

41 Decorative Pole with Light or Equivalent: (< 50 W LED for 7 Mtrs) Supply, installation, testing and commissioning of high end LED decorative suspended luminaire. The system lumen should be more than 5600 lumens. The mounting type of luminaire should be Installation Top mounting with Lyre Suspended 1'G. The Luminaire light beam spread should be symmetrical 148° x 148°. The operating power factor should be > 0.9 and THD < 20%. The LED should be SMD type (not COB type) with special lens. The luminaire efficacy should be greater than 110 Lm/ W. The luminaire should be with CCT of 3000K; CRI > 80; Median useful life L80B10 Up to 100,000 hours; Average ambient temperature - +25 ºC; Operating temperature range: -25 to +35 ºC; Driver: Built-in (self-ballasted LED-module); Mains voltage: 220-240 V / 50-60 Hz. The luminaire should have a special optics of Distribution symmetrical using special lens. The Optical cover should be Polycarbonate in Hemispherical shape. The fixation material should be aluminium. The Housing should be with high-pressure aluminium. The finish should be in grey. The luminaire should have spigot of 25mm dia (Screw type) solid, Weight: 17 kg max and Max SC x: 0.14 m². The overall height should be minimum 700 to 800mm and overall dia should be 550 to 600mm.The luminaire should be with IP rating IP65 and IK rating IK09 clear frosted glass. The luminaire should have an in-built surge protection of Surge protection 6 kV

4 Nos



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(standard). The luminaire should be with Certification CE and ENEC. The luminaire should have CE, RoHS mark and WEEE mark. Protection class IEC: Safety class I. The driver should be of dimmable potted type. The luminaire should be suitable for mounting in 7m decorative pole. Bracket: The luminaire should be supplied with aluminium bracket with length of 700mm, the mounting to the luminaire should be Suspended Ø 34 pdg (1”G). Side mounting: with brace or tradition satellite with 2 points. The tilt for the luminaire should be 0°. The finish should be grey in colour. The dia should be 25 -60mm. Pole: Supply, Installation of 7m decorative round tapered 16 flat flute type aluminium pole. The pole shaft is spun from seamless 6063 alloy aluminium with a constant linear taper of 0.14 in/ft. The tapered shafts are cold rolled over a precision hardened steel mandrel to form the desired flute shape. The flutes are uniform and equally spaced throughout the process. The termination of the flutes is no greater than 1.50” radii transition into the round section of the shaft. The results of this fluting process are flutes with architecturally pleasing radiused terminations and crisp uniform flutes. Flutes start and stop to ensure anchor base connection fits a smooth round diameter and provides mounting of side-mount luminaire arm assemblies. Flute start and stop locations should be specified. A pole top plate and tenon are provided for top mount luminaire and/or bracket. A removable pole cap is provided for poles receiving drilling patterns for side-mount luminaire arm assemblies. A covered handhole and grounding provision with hardware is provided. The anchor base is cast from 356 alloy aluminium. The completed assembly is heat-treated to a T6 temper. Aluminium nut covers are included with anchor base unless otherwise specified. Anchor bolts



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conform to ASTM F1554 Grade 55 and are provided with two hex nuts and two flat washers. Bolts have an “L” bend on one end and are galvanized a minimum of 12” on the threaded end. The standard finish for the pole assembly and components is polyester powder applied coating in grey colour. The base OD should be 8" with a wall thick of 0.118 (GA). The base plate should be with bolt circle of dia 11.5"(+/-0.5" tolerance). Base plate should be 12.05" x 12.05" and 0.75" thick. The dimension of the anchor bolts should be (dia x length x hook in inches) 1.00 x 36.00 x 4.00 and projection size of 4.13". The pole should with stand a wind velocity of 100MPH / 160 KMPH. The bottom and top dia of the pole should be 8" and 4.92" respectively. The thickness of the pole should be 0.188". The weight of the pole should be more than 43kg. The pole should be supplied with junction box containing Loop in Loop Out terminals, earthing terminals and 1A Cartridge type fast reacting fuse module along with fuse. The JB should consist of 10kV (Common/Differential) SPD.

42 Foundation for Decorative Pole with Light : (< 50 W LED for 7 Mtrs) consisting of excavation of earthwork below ground level to the required depth, necessary sand filling / quarry dust / quarry dust : gravel in 1:3 ratio before laying, plain cement concrete using M15 grade for normal exposure condition, use of TMT bars as per IS 1786-2008 for reinforcement, M25 grade concrete for RCC work, steel form work, adequate cover for steel requirement as per IS456-2000, weigh batching of concrete mix, adoption of design mix, use of super plasticizer at the rate of 0.6 to 1% by weight of cement (i.e. 300 to 500ml) (to improve the workability, less segregation, better cohesion and proper water cement ratio for the concrete mix) adequate vibrating, compacting and curing, refilling the excavated

4 Nos



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portion with suitable earth or quarry dust (poor treacherous clay soil to be avoided), plastering and painting of the pedestal column above ground level including proper fixing bolts and nuts for the base plate complete . Contractor should submit a certificate with respect to design & stability calculation adopted by the vendor in this regards for the foundation of the proposed pole & fittings, considering the various parameters such as wind speed, SBC of the soil, weight of the pole.

43 Decorative Light or Equivalent: (<23 W LED for 5 Mtrs) Supply, installation, testing and commissioning of high end LED decorative post top luminaire. The system lumen should be more than 1800 lumens. The Luminaire light beam spread should be 120° x 120°. The luminaire efficacy should be greater than 85 Lm/ W. The luminaire should be with CCT of 3000K; CRI > 80; Median useful life L80B10 Up to 100,000 hours; Average ambient temperature - +25 ºC; Operating temperature range: -25 to +35 ºC; Driver: Built-in (self-ballasted LED-module); Mains voltage: 220-240 V / 50-60 Hz. The luminaire should have a special optics of Distribution Medium DM using special lens. The operating power factor should be > 0.9 and THD < 20%. The LED should be SMD type (not COB type) with special lens. The Optical cover should be frosted Tempered flat glass. The Housing should be with high-pressure aluminium and Glass should be thermally hardened, 5 mm thick. The finish should be Black N9. Light module exchangeable by opening screw at the top of the canopy. Pole entry should be Post top: 60 and 76 mm spigot, solid, Weight: 12 kg max and Max SC: 0.13 m². The luminaire should be with IP rating IP65 (Bowl) - (Led Board IP66) and IK rating IK09 flat frosted glass. The luminaire should have an in-built surge protection of Surge protection min 4kV

24 Nos



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(standard). The luminaire should be with Certification CE and ENEC. Electrical class Class I and Class II. The luminaire should be suitable for mounting in 5m decorative pole.

44 Decorative Light or Equivalent: (<23 W LED for 7 Mtrs) Supply, installation, testing and commissioning of high end LED decorative post top luminaire. The system lumen should be more than 1800 lumens. The Luminaire light beam spread should be 120° x 120°. The luminaire efficacy should be greater than 85 Lm/ W. The luminaire should be with CCT of 3000K; CRI > 80; Median useful life L80B10 Up to 100,000 hours; Average ambient temperature - +25 ºC; Operating temperature range: -25 to +35 ºC; Driver: Built-in (self-ballasted LED-module); Mains voltage: 220-240 V / 50-60 Hz. The luminaire should have a special optics of Distribution Medium DM using special lens. The operating power factor should be > 0.9 and THD < 20%. The LED should be SMD type (not COB type) with special lens. The Optical cover should be frosted Tempered flat glass. The Housing should be with high-pressure aluminium and Glass should be thermally hardened, 5 mm thick Light module exchangeable by opening screw at the top of the canopy. Pole entry should be Post top: 60 and 76 mm spigot, solid, Weight: 12 kg max and Max SC x: 0.13 m². The luminaire should be with IP rating IP65 (Bowl) - (Led Board IP66) and IK rating IK09 clear frosted glass. The luminaire should have an in-built surge protection of Surge protection 6 kV (standard). The luminaire should be with Certification CE and ENEC. Electrical class Class I and Class II. The driver should be of potted DALI type. The luminaire should be suitable for mounting in 7m decorative pole.

6 Nos



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45

Labour charges for cutting BT /CC road wherever necessary & refilling the road to make good

9360

Mtrs

46 Supply and installation of 2 Mtrs long ,32 mm dia GI Pipe Class B wall bracket with hot dip zinc galvanising anchor bolts & facts.

13 Nos

47 Supply and laying of 3 cores 2.5 Sq.mm. sqmm PVC CU armoured LTUG cable trench to be excavated at a depth of 0.75 meter putting 0.15 mtr, layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.

200 Mtrs



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1 2 3 4 5 6 7 8 9 10 11

48

Supply and laying of 4 cores 2.5 Sq.mm. sqmm PVC CU armoured LTUG cable trench to be excavated at a depth of 0.75 meter putting 0.15 mtr, layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.

200

Mtrs

49

Supply and laying of CAT 5 / CAT 6E Data cable for data communication between data interface device and controller

150

Mtrs

50 Supply, installation, testing and commissioning Voltage Stabiliser 5 KVA

1 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

51

Supply and fixing of brass cable gland for 3c x 2.5 Sqmm PVC CU LTUG armoured cable with earth connection.

10

Nos

52 Supply and fixing of brass cable gland for 4c x 2.5 Sqmm PVC CU LTUG armoured cable with earth connection.

10 Nos

53

Supply and laying of 3.5 C x 25 sqmm PVC armoured AL LTUG cable trench to be excavated at a depth of 0.75 meter putting 0.15 mtr, layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.

37890

Mtrs

54

Supply and fixing of brass cable gland for 3.5C x 25 sqmm Al LTUG armoured cable with earth connection.

8000

Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

55

Supply and laying of 4c x 16 Sqmm PVC armoured AL LTUG cable trench to be excavated at a depth of 0.75 meter putting 0.15 mtr, layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.

95330

Mtrs

56

Supply and providing cable end termination of 4c x 16 Sqmm PVC armoured LTUG Cable with earth connection

7500

Nos

57 Earthing as per CEIG standard specification with an earth electrode of 2.1 mtr class B GI Pipe of Dia not less than 40 mm, Copper earth plate of size 125 mmx 50mm x 6 mm with necessary funnelling arrangements with necessary masonry work and with 38 mm RCC cover slab for the brick masonry, to complete Chamber &masonry work.

242 Nos



Item No


Quantity in unit of

Measurements

(a) Foreign

Currency $

(b) Local

Currency INR

GST Amount in Words

$ / INR

(a) Foreign

Currency $

(b) Local

Currency INR


1 2 3 4 5 6 7 8 9 10 11

58 Earthing as per CEIG standard specification with an earth electrode of 2.1 Mtr class B GI pipe of Dia 32 mm complete with necessary complete Chamber &masonry work.

936 Nos

Add Provision on total amount made considering Physical Contingencies during execution, Petty Supervision &

Contingencies and Labour Welfare Fund etc.

3,21,828 2,10,97,089

Grand Total

Amount in Words :……………………………………………………………………………………………………………………..

Name of the Bidder :……………………………………………………………………………….Signature and Seal: