Section-V: Scope of the Work Sl.No....

Section-V: Scope of the Work

Sl.No. Description

Section-V

1.Scope of Works &Supply : A852-BSR-81-41-SOW-1022

2.Scope of Work (Electrical): A852-BSR-16-50-DTCN-2022

3.Technical Specification: A852-BSR-81-41-JS-1022

4.Drawings

5.Park wise BOQ

SCOPE OF WORKS & SUPPLY Construction of Parks in

Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-SOW-1022 Rev 0

Page 1 of 6

0 31.03.2017 ISSUED FOR TENDER KS/Manjit AK/AS SD/VG

Rev. No

Date Purpose Prepared

by Checked

by Approved

by

Format No. EIL 1641-1924 Rev. 1

Copyright EIL – All rights reserved

SCOPE OF WORKS &SUPPLY for

Construction of Parks in Bhubaneswar, Odisha (AMRUT/OD/BHUBANESWAR/PR/22)

OWNER : BHUBANESWAR MUNICIPAL CORPORATION

PROJECT : CONSTRUCTION OF PARKS (7 nos) IN BHUBANESWAR

(AMRUT/OD/BHUBANESWAR/PR/22)

1. Park at Park at Housing Board sector-3 2. Park at Rental colony 3. Park at Maitree Vihar 4. Park at Baramunda HIG Tinkonia 5. Park at Census colony 6. Park at BDA EWS colony 7. Park at Bharatpur GA

SCOPE OF WORKS & SUPPLY Construction of Parks in BHUBANESWAR Odisha

DOCUMENT No.

A852-BSR-81-41-SOW-1022 Rev 0

Page 2 of 6

Format No. EIL 1641-1924 Rev. 1 Copyright EIL – All rights reserved

TABLE OF CONTENTS

1.0 SCOPE OF WORK

2.0 SCOPE OF SUPPLY

3.0 SPECIFICATION

4.0 LIST OF ATTACHMENTS


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1.0 SCOPE OF WORK

1.1 Broad Scope of Work.

The broad scope of work for development of Parks under AMRUT scheme shall

include execution of all Civil, Architectural (including Horticulture and

Landscaping), Electrical works as per the Schedule of Rates (S.O.R),

Specifications, Engineering Standards and construction Drawings for but not

limited to the following Parks:

1. Park at Housing Board sector-3

2. Park at Rental colony

3. Park at Maitree Vihar

4. Park at Baramunda HIG Tinkonia

5. Park at Census colony

6. Park at BDA EWS colony

7. Park at Bharatpur GA

Contractor shall do all necessary co-ordination activities with OWNER & PDMC

1.1 Detailed scope of work

1.1.1 Civil Works:

Earthwork in excavation in all types of soil for civil works inside park, jogging

track, foundations, paved areas or any other place as per direction of

Engineer-in-Charge. The water table depth may fluctuate. The quoted rate of

excavation shall include requirement of dewatering etc. for completion of

total works including concreting, backfilling etc. and no extra amount is

payable on this account.

Earthwork in filling with available excavated earth for site grading or any

other place including compacting to achieve at least 90% of maximum

laboratory dry density as per IS: 2720 Part VII and testing the degree of

consolidation all complete as per direction of Engineer-In-Charge.

Earthwork in filling with borrow earth for site grading or any other place

including compacting to achieve at least 90% of maximum laboratory dry


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density as per IS: 2720 Part VII and testing the degree of consolidation all

complete as per direction of Engineer-In-Charge.(Borrow areas shall be

arranged by Contractor at his own cost.)

Filling with excavated/borrow earth for mound (Maximum Height upto1.5m)

as per drawing, direction of Engineer-in-Charge all complete.

PCC works for jogging track, foundation or any other place as per direction

of Engineer-in-Charge all complete excluding Centering & shuttering.

Centering & shuttering in sub-structure at all depths and in super-structure at

all heights/ elevations.

RCC works including centering and shuttering for foundation of gazebo or

any other structure as per direction of Engineer-in-Charge all complete.

Supplying & placing Steel reinforcement for R.C.C. work using FE - 500 (D)

HYSD Steel Bars conforming to IS:1786 including straightening, cutting,

bending, placing in position and binding (including cost of binding wire 18 to

20 Gauge) all complete for all works at all levels

Providing, laying water bound macadam sub-base (Over burnt Jhama brick

aggregate 90 mm to 45 mm) and blinding material, earth etc. including

screening, sorting and spreading to template and consolidation with light

power road-roller etc. complete as per EIC.

Fly ash Brick masonry in substructure and superstructure for all depths and

heights as per specifications.

Providing and laying pre-cast C.C. Kerb stones in 1:2:4 (1 cement: 2 coarse

sand: 4 graded stone aggregate 20 mm nominal size) including setting in

position all complete as per direction of Engineer-in-Charge.

Dismantling/ Demolishing of PCC/RCC, brickwork for all depths below plinth

level and all heights above plinth level including disposal of unserviceable

item outside park area. Stacking & depositing of serviceable items at

locations as identified and approved by Engineer-in-Charge.

Disposal of malba /rubbish or similar unserviceable materials by mechanical

means beyond 50m initial lead including all lifts involved including loading &

unloading.

Any other miscellaneous work as per specifications, codes etc. but not

specifically mentioned in scope of work shall form part of scope of work.

Obtaining statutory approvals from local bodies (including existing complex)

and other designated authorities etc.


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1.1.2 Architectural works (including Horticulture and Landscaping).

The detail scope of work shall include (but not shall be limited to) the

following:

Landscaping and horticulture works.

Supply and installation of FRP play equipment, Outdoor fitness equipment,

benches, dustbins, sculpture etc.

Cement concrete interlocking paver blocks/ Chequerred Tiles in Jogging Track.

Other miscellaneous items as per attached “Schedule of rates”.

Third Party inspection and testing of Play equipment & Outdoor fitness

equipment.

1.1.3 Electrical works

For scope of work and other details of Electrical works, reference shall be

made to: Scope of Work (Electrical) A852-BSR-16-50-DTCN-2022

2.0 SCOPE OF SUPPLY

2.1 Owner’s Scope of Supply

Nil

2.2 Contractor’s Scope of Supply

All materials (consumables & non-consumables), tools tackles etc. as required for

satisfactory completion of the job shall be supplied by the contractor.

Prior approval from Owner/ Engineer In-charge shall be obtained prior to use of all

material at site.

3.0 SPECIFICATIONS

The works shall be performed conforming to the Indian Standard codes, P.H.D &

P.W.D. specifications of the State Government. Wherever such specifications are

not available, CPWD specifications, relevant references, manuals etc. shall be

followed as directed by Owner.

For Horticulture and landscaping works CPWD-Delhi Schedule of Rates, Analysis

of Rate and Specifications (Horticulture & Landscaping) 2014 shall be followed.


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4.0 LIST OF ATTACHMENTS

4.1 Scope of Work (Electrical): A852-BSR-16-50-SOW-2021

4.2 Technical Specification: A852-BSR-81-41-JS-1021

4.3 Drawings

Sl no Document Title. Doc Number.

1 Layout of Park at Housing Board sector-3 A852-BSR-81-41-12083

2 Layout of Park at Rental colony A852-BSR-81-41-12086

3 Layout of Park at Maitree Vihar A852-BSR-81-41-12089

4 Layout of Park at Baramunda HIG Tinkonia A852-BSR-81-41-12092

5 Layout of Park at Census colony A852-BSR-81-41-12095

6 Layout of Park at BDA EWS colony A852-BSR-81-41-12098

7 Layout of Park at Bharatpur GA A852-BSR-81-41-12101

8 Combine BOQ along with individual park BOQ

4.4 Park wise BOQ

SCOPE OF WORK (ELECTRICAL)

FOR DEVELOPMENT OF PARKS AT BHUBANESWAR CLUSTER-3

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Format No. EIL-1641-1924 Rev.1 Copyright EIL – All rights reserved


(AMRUT/OD/BHUBANESWAR/PR/22)

(2017-2018)

PROJECT : DEVELOPMENT OF PARK AT

BHUBANESWAR (PR-22) OWNER : HOUSING & URBAN DEVELOPMENT DEPARTMENT, GOVT. OF ODISHA CONSULTANT : ENGINEERS INDIA LIMITED JOB NO. : A852

0 07.04.2017 ISSUED WITH TENDER DIWAKAR

ROY SUMAN

SARDAR V K JAIN

SR.

ENGR. DEPUTY

MANAGER AGM

Rev. No


by Checked

by Approved

by



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1.0 GENERAL 1.1 Intent of this specification is to define the electrical scope of work/ supply, electrical

system and the specific electrical requirement applicable under this Tender of Park Development for parks mentioned below at Bhubaneswar (PR-22). The Equipment specifications, vendor list and all other documents etc. as enclosed with the Bid document for this Tender shall be applicable for engineering, supply, installation, testing and commissioning of this system.

1.2 Electrical works are required at following location of Bhubaneswar:

Development of park at Housing Board sector-3

Development of park at Rental colony

Development of park at Maitree Vihar

Development of park at Baramunda HIG Tinkonia

Development of park at Census colony

Development of park at BDA EWS colony

Development of park at Bharatpur GA

1.3 Utilization Voltage: 415V± 10% AC; 50Hz ± 3% TPN. 1.4 Scope of work and supply under serial no. 2 is applicable for each park mentioned in

serial no. 1.2 above.

1.5 The work shall be performed in conformity with this specification and following CPWD Standard Specifications and Codes of Practice specified or referred in the tender: (a) General Specifications for Electrical Works (Part-I) Internal Work - 2013

(b) General Specifications for Electrical Works (Part-II) External Work – 1995

(c ) Rural Electrification Specifications (c) State Electricity Authority rules and requirements

1.6 Codes and standards as prevailing in the country of origin may be followed for equipment purchased abroad provided that the equivalent standards are more stringent than Indian/ international standards and meet the statutory regulations of the approving Indian statutory authorities.

1.7 In addition, work shall also conform to the requirements of latest editions/ amendments of the following: a. The Indian Electricity Act and Rules framed there under b. National Building Code (NBC) c. National Electrical Code (NEC) d. Pollution Control Boards e. Fire Insurance Regulations f. Applicable Codes of Practice of the Bureau of Indian Standards g. Any other regulations by the Central, State or Local Authorities from time to

time and during the execution of this contract. 1.8 If there is any other work that are not specifically covered by this section but

necessary to accomplish any of the following requirements, shall be carried out by CONTRACTOR, without any additional cost or impact on schedule to the OWNER/PROJECT.

Achieving the process requirements.

To ensure process, equipment and personnel safety.

To suit environmental conditions of the site and the facilities.

To meet the statutory regulations prevailing in the country.



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Compliance with these specifications and /or review of any of the contractor’s document shall in no case relieve the CONTRACTOR of his contractual obligations.

It is the responsibility of the CONTRACTOR to highlight any contradiction between various documents at the BID stage itself. In case of any conflict between requirements specified in various applicable documents for the project, the most stringent requirement shall govern. However, Owner's/EIL's decision in this regard will be final and binding.

2.0 SCOPE OF WORKS AND SUPPLY 2.1 The scope of work under this Tender covers design & engineering, preparation of

drawings & documents, sizing, selection, procurement, transportation to site, supply of all materials/ equipment, all tools and tackles, installation, testing, commissioning, obtaining statutory approvals and handing over of all electrical works complete in all respects as per specification enclosed in the Tender.

2.2 Power shall be made available to the Contractor for all electrification works within the park including indoor and outdoor lighting, water pumping system etc. from Odisha State Electricity Board at 415V level within the battery limit of Park. Further power supply distribution to all the equipment / lighting fittings, complete with all electrical equipment, cabling, including supply of cables and earthing is in scope of the Contractor.

2.3 Contractor shall visit the Site to familiarize with the complete scope of work and location

of various existing facilities and proposed location of new facilities envisaged for this Tender and to ascertain the quantum of work involved at Park Development Works.

2.4 Scope of work / supply under this Package includes complete design, sizing, selection,

engineering, manufacture/ procurement, shop testing, supply, transportation to site, installation, testing and commissioning of electrical equipment/material as a minimum but not limited to the following: (i) Outdoor area lighting for the Park using pole mounted post top type LED fixture. (ii) Gate Lighting using LED fixture. (iii) Indoor lighting and electrification works for Pump house (if applicable), using

concealed wiring. (iv) 415V, 50 Hz., TPN Main distribution Board (MDB). (v) 1.1 kV (Medium Voltage) Aluminum conductor, PVC insulated, XLPE armored

power cables for outdoor lighting. (vi) 1.1 kV (Medium Voltage) Copper conductor, PVC insulated, XLPE armoured

control cables (vii) Indoor circuit wiring through conceal sables shall be done with Medium Voltage

FRLS wires as describes in SOR as per CPWD specifications. (viii) Cabling system floor sleeves, supports, cable markers, saddles, cable ties and

all other associated accessories and hardware, termination for MV cables (ix) Complete Earthing works for all equipment like outdoor light post, Main

Distribution Box, motors etc. as per Rural Electrification/ CPWD Specification. (x) All Civil works required for installation of electrical equipment, structural steel,

supports for outdoor light post /cables / concrete lined or buried trenches for completion of electrical works.

(xi) Contractor shall prepare lighting (indoor and outdoor) and earthing layout drawing of the park including the building and submit for Owner’s approval. Based on the approved drawings, the Electrical activities shall be executed at site by the Contractor.



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(xii) All other electrical equipment, material and work not explicitly mentioned but nevertheless required for completion of work shall be deemed to be included in the scope of the contractor with no additional cost and time implication to the Owner

To meet equipment and personnel safety

To suit site facilities and environmental conditions.

To meet the requirements of statutory approving authorities.

For details of supply for Electrical Items / System EPC Contractor to refer Schedule of Rates attached with this Tender. It may be noted that Electrical Works shall be executed as per SOR quantities and as per instructions of Engineer-In-Charge.

3.0 ENGINEERING AND JOB SPECIFIC REQUIREMENTS 3.1 Contractor shall use this specification, vendor list, for supply, installation, testing &

commissioning of electrical equipment. 3.2 Cables

(i) The multi core 1.1 KV grade power and control cables shall be included under the scope of supplying, lying and terminating of power/ control cables.

(ii) Power Cables: The 1.1 KV grade power cables shall be PVC insulated, PVC sheathed, XLPE armoured, aluminium conductor. The minimum size of each core power cable shall be 4 mm2. The power cables shall conform to IS: 1554 (Part-I) 1964.

(iii) Control cables: The multi core 1.1 KV grade control cables shall be PVC insulated, PVC sheathed armoured, XLPE copper conductor. The minimum size of each core shall be 2.5 mm2. The control cables shall conform to IS:1554 (Part-I) 1964.

3.3 Cable Laying

(i) All the precautions, customaries in modern code of practices shall be observed with while laying of cables. Latest IS, code of practices shall be followed for laying of cables. The underground cables for lighting fixtures for power/ control shall be laid at a min. 500 mm depth in HDPE conduit or as per Engineer-in-charge and after laying of cables the excavated earth trenches shall be back filled wherever required.

(ii) Where the cables have to cross deep drains, the crossing shall be covered by fixing protective RCC/ GI pipe across the drain.

(iii) All cable trenching in concrete surface including excavation of earth work, filling of sand and loose earth to original ground level, as required, shall be provided by the Contractor.

(iv) Power cables to be laid in buried cable trench other than that of lighting pole cables shall be laid as per CPWD specification.

(v) All cable entry openings for the equipments shall be sealed and made vermin proof.

3.4 Earthing:

Complete earthing of all the electrical installations as per Rural Electrification/ CPWD Specification shall be included. The earthing shall include all the equipments for illumination/ventilations including lighting main distribution board and sub-distribution board. All light fittings and exhaust fans shall also be properly earthed.



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3.5 Illumination:

(i) The Scope for illumination covers the complete lighting system both interior lighting of Guard Room/ Pump house, outdoor lighting for the park area, gate lighting. The contractor shall provide the Energy efficient illumination system.

(ii) The scope of supply shall include but not be limited to the following:

a) Light fittings complete with accessories for building interior & exterior lighting for park area facilities.

b) Main lighting distribution board along with sub distribution boards to be suitably located.

c) 5/6 Amps. and 15/16 Amps., 240 V switch socket outlets

3.5.1 Lighting Fixtures (Indoor luminaries)

LED lighting shall be used such as Mounting rail type fixture suitable for 1x18/22 W

LED lamp made of stove enamel finish MS sheet steel housing (e.g. Philips-Master-LED-tube Surya-SLE TL or equivalent).

3.5.2 Area Lighting Fixtures (Outdoor Luminaries)

(i) Outdoor area lighting fixtures for park road and yard lighting shall be provided with post top type 40 W LED Lamp integrated type fittings on hot dip galvanized 50mm dia. pipe of 2.5 m height above F.F.L. with base plate and foundation bolts at suitable spacing between poles including required foundation and necessary electrical connection.

(ii) The outdoor area lights shall be connected with 3 core PVC armored round aluminium cable of required length of suitable size.

(iii) Each outdoor pole mounted fittings and gate light shall be protected by individual

MCB and for this purpose 2 way MCB DB shall be considered for each outdoor lighting fixture.

(iv) Outdoor area lighting shall have provision of auto ON-OFF based on timer switch including manual override facility.

(v) Wherever indicated in the SOR, decorative type focus light shall be used for

illumination of featured walls, etc. (vi) In general, lighting shall be provided along-with the new pathway and distance

between 2 lighting pole shall be approx. 10-12 m distance. Also, if existing pathway requires lighting, then with instruction of Engineer-In-Charge the same shall be provided as per applicability such as provision of new lighting fixtures on existing lighting pole, provision of complete lighting pole and lighting fixture.

(vii) Lighting poles shall be installed in such a way that plan of the park shall look

symmetrical as far as possible. (viii) In no case load of individual circuit shall exceed 1 kW.



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3.6 Main distribution Board

The Main distribution boards shall have the following features:

a) The lighting distribution board shall be sheet steel enclosed pedestal mounting type. The thickness of sheet steel used shall be 16 SWG minimum.

b) The main distribution board should be outdoor type and the degree of protection of the enclosure shall be minimum IP-55.

c) The Main Distribution Board shall consist of following accessories:-

i. LED Indicating Lamps (R, Y, B) - 3 nos. or as required

ii. 63A, 3-phase Switch Fuse Unit Incomer – 1 nos.

iii. Auto/ Manual Selector Switch with Synch. Timer - 1 no.

iv. 40 Amp Contactor, Single Phase - 1 no.

v. 40 Amp. MCB with ELCB (100 mA sensitivity) - 3 nos.

vi. 230V, 63A, 10 kA, Single Phase Neutral (SPN) Bus Bars (R,Y, B) - 3 nos.

vii. Outgoing 10A, SP MCB - 8 nos.

viii. Outgoing 20A, SP MCB - 4 nos.

ix. Danger Board – 1

Typical MDB is indicated in Annexure-E1. 3.7 Point Wiring

i) The type of wiring shall be done as per requirement at different locations.

ii) Neutral conductor for each sub circuit shall be taken separately and terminated in a junction box. Terminal block from where neutral conductor for each point shall be taken separately.

iii) Junction Boxes for the point wiring shall be of malleable casting with threaded conduit entry and fixed terminal slip.

iv) All wirings shall be in PVC conduit & of conceal type with junction boxes, switch board flush with wall.

3.8 5/6A & 15/16A Socket Outlet

The socket outlets shall have the following features:

i) Die cast metal housing with porcelain/mol amine body for heavy body operation.

ii) Interlocked plug pin with die cast metal body and silvered pins.

iii) 230V, 6 pins (phase, neutral and earth) 15/16 Amps. rating.

iv) 230V, 3 pins, (phase, neutral & earth) 5/6 Amps.

v) Self closing shutter on sockets 3.9 Special Technical Requirements

i) All electrical items shall conform to the Indian Electricity Rules, statutory regulations of Government of India and Government of Odisha as regards safety, earthing and other provisions specified therein for the installation and operation of electrical equipments.



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ii) The equipment offered shall be so designed as to allow for safe and adequate access to all wearing parts to facilitate maintenance, Inspection and repair/replacement with minimum loss of time.

iii) The contractor shall clearly indicate in the tender, the type, make and other technical particulars of various components and equipments.

iv) Wherever necessary the Department reserves the right of selecting the make of the item in the interest of standardization and the contractor shall agree to supply items of that particular make if so required.

v) The general arrangement drawing of the system offered shall be submitted along with the tenders including the regulation block diagram.

vi) The contractor shall submit a list of recommended spares for one year operation.

4.0 MAKES OF EQUIPMENT/COMPONENTS

4.1 Vendor shall procure material from any of the Owner /CPWD/ EIL approved vendors from items mentioned below table. However, current validity and range of approval as per EIL enlistment letter, work load, stability and solvency needs to be verified by the vendor before placement of order.

4.2 Makes of items not covered in the vendor list below, shall be subject to approval by Owner/EIL.

4.3 Vendor can offer components of makes other than specified below during order execution. The alternate make of components will be evaluated post order, based on the satisfactory track record and test certificates to be furnished by the Vendor. In case the alternate makes are not found acceptable, components shall be strictly as per vendor list below.

EQUIPMENT ACCEPTABLE MAKES

LIGHTING FIXTURES

CROMPTON GREAVES LTD.

PHILIPS ELECTRONICS INDIA LIMITED

BAJAJ ELECTRICALS LTD

CABLES- MEDIUM

VOLTAGE-POWER-

PVC

ASSOCIATED FLEXIBLES & WIRES [P] LTD

CORDS CABLE INDUSTRIES LTD

FINOLEX CABLES LTD.

GEMSCAB INDUSTRIES LTD

HAVELLS INDIA LTD

KEC INTERNATIONAL LTD

KEI INDUSTRIES LIMITED

POLYCAB WIRES PVT LTD

RALLISON ELECTRICALS PVT. LTD.

SRIRAM CABLES PVT.LTD.

TORRENT CABLES LTD

UNIVERSAL CABLES LTD

CABLES:CONTROL-

PVC

ASSOCIATED CABLES PVT LTD

ASSOCIATED FLEXIBLES & WIRES [P] LTD

CMI LIMITED

CORDS CABLE INDUSTRIES LTD

DELTON CABLES LIMITED

ECKO CABLES PVT LTD

ELKAY TELELINKS LTD.



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EQUIPMENT ACCEPTABLE MAKES

FINOLEX CABLES LTD

GEMSCAB INDUSTRIES LTD

HAVELLS INDIA LTD

ICON CABLE LTD.

KEC INTERNATIONAL LTD-SILVASSA

KEI INDUSTRIES LIMITED

NORTH EASTERN CABLES PVT LTD

POLYCAB WIRES PVT LTD

RALLISON ELECTRICALS PVT. LTD

SCOT INNOVATION WIRES & CABLES PVT LTD

SRIRAM CABLES PVT LTD

SUYOG ELECTRICALS LTD

THERMO CABLES LTD (FORM. T-150)

TORRENT CABLES LTD

UNIVERSAL CABLES LTD

MCB DB

HPL

HAVELLS

LEGRAND

L & T

CONTROL & SWITCHGEAR

MAIN DISTRIBUTION

BOARD

ABB INDIA LTD.

C & S ELECTRIC LTD.

HAVELS INDIA LTD.

NOVATEUR ELECTRICAL AND DIGITAL SYSTEMS

5.0 STATUTORY APPROVALS The contractor shall obtain approvals from the concerned electrical inspectorate (e.g. CEA etc.) for installation drawings and engineering of the electrical system and equipment covered under the contractor’s scope. Any modification or additional requirements of the electrical inspectorate shall have to be carried out by the contractor at his own cost without affecting time schedule. Any additional testing, if required, shall be carried out by the contractor without affecting project time schedule at no extra cost.

6.0 THIRD PARTY INSPECTION

Inspection of major bought out items, shall be done by any of the approved Third Party Inspection Agencies (Lloyds/Bureau Veritas / DNV/CEIL/TUV) and shall be arranged by the Contractor at his own cost. Bidder shall include the charges for the same in their quoted prices.

i. QAP will be approved by Inspection agency incorporating requirements of Inspection and Test Plan, Technical specifications provided with Purchase Order / Contract document.

ii. The Inspection release note issued by the Third Party Inspection agency shall clearly stipulate that materials/equipment have been inspected as per Specification and approved QAP.



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ANNEXURE- E1

TECHNICAL SPECIFICATIONS Construction of Parks in

Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1022 Rev 0

Page 1 of 6

0 31.03.2017 ISSUED FOR TENDER KS/Manjit AK/AS SD/VG

Rev. No


by Checked

by Approved

by

Format No. EIL 1641-1924 Rev. 1

Copyright EIL – All rights reserved

TECHNICAL SPECIFICATIONS (Civil & Architectural Works)

For

Construction of Parks (7 Nos.) inBhubaneswar (AMRUT/OD/BHUBANESWAR/PR/22)

OWNER :BHUBANESWARMUNICIPAL CORPORATION

PROJECT :CONSTRUCTION OF PARKS (7nos) IN BHUBANESWAR (AMRUT/OD/BHUBANESWAR/PR/22)

1. Park at Housing Board sector-3 2. Park at Rental colony 3. Park at MaitreeVihar 4. Park at Baramunda HIG Tinkonia 5. Park at Census colony 6. Park at BDA EWS colony 7. Park at Bharatpur GA

Technical Specifications Construction of Parks in

Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1022 Rev 0

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TABLE OF CONTENTS

1.1 General

1.2 General Specification.(Civil & Architectural work)

1.3 Specification for Play Equipment and Out Door Fitness

Equipment.


Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1022 Rev 0

Page 3 of 6


1.1 General

The works shall be performed conforming to the Indian Standard codes, P.H.D &

P.W.D. specifications of the State Government. Wherever such specifications are not

available, CPWD specifications, relevant references, manuals etc. shall be followed

as directed by Owner.

For Horticulture and landscaping works CPWD-Delhi Schedule of Rates, Analysis of

Rate and Specifications (Horticulture & Landscaping) 2014 shall be followed.

1.2 General specification: (Civil & Architectural work)

Works shall be performed considering following points in addition to specification

mentioned in above clause 1.1, whichever is more stringent.

1. Cement shall not be less than OPC-43 grade/PPC/PSC-53 grade of reputed

manufactures confirming to relevant IS Specification.

2. Reinforcement to confirm FE-500(D) HYSD Steel and IS:1786.

3. As & when required, the steel/cement & other building materials will be tested by

Department at the cost of contractor to ensure proper quality as per IS specification.

4. Machine mix shall be used in concrete work for all structure. Design mix of concrete

will be preferred. Vibrator of appropriate type shall be used for compaction of

concrete.

5. All the structures are to be designed as permanent type and shall have aesthetic

elevation.

6. Form work shall be of steel plates and frame, sound seasoned timber or any

approved materials as decided by Engineer-in-charge to be used for the centring and

shuttering of the structures.

7. Bricks should conform to IS: 1077. Fly Ash bricks in cement mortar (1:4) in

foundation and plinth. All non-load bearing outer walls shall be minimum-230 mm

thick & inside partition walls shall be minimum 125 mm thick. Fly Ash bricks in

cement mortar (1:4) in superstructure.

8. The testing for water tightness of the structures shall be conducted as per IS: 3370

and the results shall have to satisfy the relevant provisions of the above code.

9. All reinforcement shall be checked and recorded prior to concreting by the Engineer-

in-charge or his representative and the contractor shall countersign this. Entire

concreting work shall be done in the presence of an officer not below the rank of

Assistant Engineer, The contractor shall, therefore, give notice of at least two days to

the Engineer-in-charge or his representative so that the works can be checked by

him or his authorised representative.

10. The joints in the form work shall be arranged in a regular pattern.

11. Shuttering shall be provided to concrete faces where the slope exceeds 1: 2½.


Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1022 Rev 0

Page 4 of 6


12. The stripping time of all form work shall be in accordance with recommendations

contained in IS: 456.

13. The exposed faces of concrete shall be true to line have smooth surface and without

roughness occurring between successive sections of shuttering. In removal of forms,

minor uneven surface defects shall be picked out to such a depth, refilled and

properly replaced with such class concrete as necessary. All pin holes shall be

plugged.

14. The surface of non-shuttered faces of concrete shall be finished with a wooden float

to give a finish equal to that of the rubbed down shuttered faces. The top faces of

slabs not intended to be surfaced shall be leveled and floated to a smooth finish.

15. The surplus earth and debris should be lifted after completion of work and proper

levelling of site as directed by Engineer-in-charge without any extra claim.

16. All the work including supply of materials to be executed as per relevant IS

specification and direction of Engineer-in-charge.

17. Allfoundation, superstructure, construction etc. including all mechanical, electrical &

civil engineering works covered under the scope of work of contractor shall be

subjected to inspection & testing by the Department for its material, quality,

workmanship and the performance. The contractor shall arrange and carryout all

such inspection, testing, trial run etc. and demonstrate in presence of the Engineer-

in-charge of the Department.

18. The cost of such inspection, testing, trial run, demonstration etc. shall be borne by

the contractor. All responsibility of such inspection, testing, trial run, demonstration

etc. and any damage/loss that may cause directly or indirectly shall exclusively rest

with the contractor.

19. Such inspection, testing, demonstration etc. shall, however, not relieve the contractor

of their liability for replacing/rectifying any defects, which may subsequently appear

or be detected during erection and guarantee period.

20. Water bound macadam sub-base (Over burnt Jhama brick aggregate 90 mm to 45

mm) with brick aggregate and blinding material, earth etc. including screening,

sorting and spreading to template and consolidation with light power road-roller etc.

1.3 Specification for Play Equipment and Out Door Fitness Equipment.

All play equipment and Out Door Fitness Equipment shall be as per specification, of

approved quality and procured from manufacturers approved by Owner.

A. Fiber Reinforced Plastics (FRP) :

For children play equipment all the Fiber Reinforced Plastics (FRP) (minimum

4-5 mm thick) materials shall be processed by the hand laid process as follows:


Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1022 Rev 0

Page 5 of 6


1. After the preparation of the mould a layer of gel coat (tested as per IS

6746:1994) shall be applied which shall be of N.P.G duly mixed with U.V

stabilized pigment to give the required colour to the product.

2. Then a coat of G.P resin tested (as per standard IS 6746: 1994) shall be

applied above the surface of the gel coat after it becomes tack free.

3. The constitutive layers of C.S.M (chopped strand matt) as per IS 11551-1996,

glass fiber shall be laid down along with resin to the required extent to build

up the required thickness in sandwich pattern.

4. The back side coating of the resin shall be done to give a smooth finish.

5. The mould shall be kept open to dry for a specified duration for strengthened

the F.R.P

6. After the mould is completely cured FRP shall be removed from the mould.

Then all the corners and edges of it shall ground to make them smooth and

harmless from the strands of the glass wool.

B. Pipes & nut bolts

1. All SS Nut Bolts shall confirm conforming to ASTM E-1086 : 1994

2. All metal shall confirm to Indian standard and shall be powder coated (60

micron) in desired shades.

3. Galvanized pipe shall confirm to IS 1239

4. All required nuts, bolts are included in items

C. THIRD Party Inspection and Tests

1. Third party inspection and testing of play equipment and outdoor fitness

equipment shall be done as desired by OWNER. Contractor shall make all

necessary arrangement for this.

2. The inspection and tests as required shall be done in the presence of

OWNER’s representative if so desired by OWNER.

3. Generally the following parameters shall be covered in inspection and testing

Dimensions

Material Quality

Performance requirement as /

- EN 1176 (Playground Equipment Standard)

- EN 16630 (Permanently installed outdoor fitness equipment. Safety

requirements and test methods)


Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1022 Rev 0

Page 6 of 6


4 Necessary testing of samples shall be done in Government orGovernment

designated/ NABL (Nation Accreditation Board for testing and calibration

laboratories)accredited Laboratories and during factory visits. The costof

testing&inspection shall be borne by the contractor. No extra payment shall

be paid by OWNER on this account.

5 In case defects are observed in the Equipment a performance Notice Shall

be issued by the OWNER giving suitable time required for rectificationof the

defects, not exceeding 15 days from the date of notice, failingwhich

Rejection Notes shall be issued to enable the CLIENT to proceedwith further

contractual action.

6. No extra payment on account of testing and inspection shall be paid by the

OWNER. The rates in SOR are deemed to be inclusive of all the above

activates as well.

2100

0

GUARDROOM

TOILET

106000

2000

2300

0

SHADEDSITTING

MOUNDCHILDREN'SPLAY AREA

BADMINTTONCOURT

LAWN

LAWN LAWN

FRP Swing

PlainSlide

See-saw

Merry goround

SIT OUTSIT OUT

1500MM WIDE PATHWAY 1500MM WIDE PATHWAY


1500

MM

WID

E PA

THW

AY

1500MM

WIDE PATHW

AYOPENGYMAREA

Push UpChestPress Aerial

Stroller

DoubleBar

MOUND

1500

MM

WID

E PA

THW

AY

ENT.

ENTRANCEAREA

ENTRANCEAREA

ENT.

ENTRANCE GATEINTERLOCKING PAVERS (TYP.)BOUNDARY WALL

GROUND COVERINTERLOCKING PAVERBAND 200 MM WIDE

INTERLOCKING PAVERS (TYP.)

ENTRANCE GATE

LAWNLAWNLAWN

1500

MM

WID

E PA

THW

AY

93000 12000

TUBE WELL(EXISTING)

LANDSCAPE LAYOUT PLAN(SCALE:- 1:150)

izLrqr v

kjs[k ,oa blesa fufgr fMt+kbu bathfu;LkZ bafM;k fyfeVsM dh LkaifRr gSA ;s ek= m/kkj fn, x, gSa vkSj m/kkjdrkZ us ;g Li"V Lke>kSrk fd;k gS fd u rks mUgsa iqu% eqfnzr fd;kk tk,xk] u udy

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The

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des

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and

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on

this

form

at a

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ED

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ey a

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's e

xpre

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tth

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ill n

ot b

e re

prod

uced

, cop

ied,

exh

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d or

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d, e

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the

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.

3-1641-0500 REV 0 A1-841 x 594

REFERENCE DRAWING TITLEREF. DWG. NO.161521

SCALE REV.DWG. NO.DEPT.DIVN.UNITJOB NO.

1615

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APPDCHKDREVISIONSDATE BY

(A Govt. of India Undertaking)

BHUBANESHWAR MUNICIPAL CORPORATION(DEVELOPMENT OF PARKS UNDER AMRUT)

LANDSCAPE LAYOUTPLAN

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NOTES :-1. ALL DIMENSIONS ARE IN MILLIMETERS & LEVELS ARE IN METRES.2. EL100.000 INDICATES FINISHED APPROACH ENTRANCE LEVEL IN THE PARK.3. DRAWING IS NOT TO BE SCALED FOR ANY MISSING DIMENSION.4. CONSTRUCTION OF BOUNDARY WALL , GATE ,GUARD ROOM & TOILET SHALL BE

DONE BY MUNICIPALITY.5. ENTRANCE AREA/ SITTING AREA IS TO BE HIGHLIGHTED IN DIFFERENT COLOR

INTERLOCKING PAVERS.6. MOUNDS SLOPE SHOULD BE 1:3 IN SHORTER SIDES.7. SPACING BETWEEN TREES = MINIMUM 4.5 M.8. SPACING BETWEEN SHRUBS & HEDGE PLANTS = MINIMUM 1 M.9. SPACING BETWEEN EDGE PLANTS = MINIMUM 0.6-0.9 M.10.LOCATION OF ORNAMENTAL TREES AS INDICATED IN DRAWING.11.SELECTION OF GROUND COVER SPECIES AS PER AVAILABILITY IN LOCATION.12.PLACEMENT OF SITTING BENCHES AS INDICATED IN DRAWING.13.LOCATION OF PLAY EQUIPMENTS AS INDICATED IN DRAWING.14.LOCATION OF DUSTBINS AS INDICATED IN DRAWING.15.SUITABLE SLOPE OF LAWN AREA SHALL BE PROVIDED TOWARDS EXISTING DRAIN

AROUND THE PARK.16.INTERLOCKING PAVERS (TYPE - I) - PEDESTRIAN AREA .17.INTERLOCKING PAVERS (TYPE - II) - ENTRANCE AREA/SITTING AREA IS TO BE

HIGHLIGHTED IN DIFFERENT COLOR.

HOUSING BOARD SECTOR-3 PARK(AMRUT/OD/BHUBANESHWAR/PR/22)

DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.

Shrubs & Hedge Plants (Proposed)

Ornamental Trees (Proposed)

Trees (Proposed)

10.

Ground cover Type 'I'

Ground cover Type 'II'

Ground cover Type 'III'

Ground cover Type 'IV'

I

Edge Plants (Proposed)

11.

Trees (Existing)

1.

DESCRIPTIONS.NO.

2400.00 SQ.M.TOTAL PARK AREA

DESCRIPTIONTAGS.NO.

1.

2.

WAVE SLIDE

MERRY GO ROUND

3.

4.

5.

LIST OF EQUIPMENTS

NUMBER

02

FRP SWING

DOUBLE BAR

6.

SEA SAW

7.

8.

SINGLE BENCH

BENCH

01

01

01

01

12

21

DUSTBIN 12

01

01

01

9.

10.

11.

PUSHUP BAR

AERIAL STOLLER

CHEST PRESS

2. 1950.00 SQ.M.GREEN AREA

3. 271.00 M.LENGTH OF PROPOSED PATHWAY

- 3 (AMRUT/OD/BHUBANESHWAR/PR/22)

GAZEBO

OPEN GYM AREA

AerialStroller

ChestPress

SEA

TING

SEATING

CHILDREN'SPLAY AREA

FRPswing

See-saw

Plainslide

Merry goround

FRPswing

ENT

ENT

ROAD

ROAD

ROAD

STAGE

SEATIN

G

Push Up

LAWN

LAWN

LAWN

LAWN

SIT OUT

MOUND

12

00

MM

WI D

E P

AT

HWA

Y ( PRO POS E D )

12

00

MM

WID

E P

AT

HWA

Y (PROPOSED)

ENTRANCEAREA

STEPS

GYM ROOMEXISTING

ENTRANCEAREA

CHEQUERRED TILESIN PATHWAY (TYP.)

ENTRANCE GATE

CHEQUERRED TILESIN PATHWAY (TYP.)

ENTRANCE GATE

CHEQUERRED TILESBAND 300 MM WIDEGROUND COVER

2000 MM WIDE PATHWAY (EXISTIN

G)

SEATIN

G

ShoulderExerciser

LAWN

SCULPTURE

CHEQUERRED TILESBAND 300 MM WIDE

GROUND COVERSCULPTURE

CHEQUERRED TILESBAND 300 MM WIDE

GROUND COVER

UP

SIT OUT UNDERTREE (EXISTING)

SIT OUT UNDERTREE (EXISTING)

64000

43500

45000

6000

15400

27000

10000

14000

120 0 MM W I DE PATHWAY ( EX I ST I NG)

12

00

MM

WI D

E P

AT

HWA

Y ( EX

I ST

I NG)

12

00

MM

WID

E P

AT

HWA

Y (E

XIS

TING

)

AS PER DRAWING

150150

100

22 MM CHEQUERRED TILE

100 MM P.C.C 1:4:8

KERB STONE (1:2:4 P.C.C)

RAMMED EARTH

25 MM MORTAR

Entrance/Pedestrian Lvl.+100.00Lawn Lvl.

+99.95Lawn Lvl.+99.95

SUB BASE 100 MM THICK P.C.C 1:4:8RAMMED EARTH

SWEET EARTH

GROUND COVER

CHEQUERRED CEMENT CONCRETETILES BANDS 300MM WIDE

Ground Cover Lvl.+99.95

PavingBands+100.00


(AMRUT/OD/BHUBANESHWAR/PR/22)

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draw

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des

ign

and

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iven

on

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at a

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IND

IA L

IMIT

ED

. Th

ey a

re m

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's e

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men

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ill n

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prod

uced

, cop

ied,

exh

ibite

d or

use

d, e

xcep

t in

the

limite

d w

ay p

erm

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by

a w

ritte

n co

nsen

t giv

en b

y th

e le

nder

to th

e bo

rrow

er fo

r the

inte

nded

use

.

3-1641-0500 REV 0 A1-841 x 594



1615

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AROUND THE PARK.16.CHEQUERRED PRECAST CEMENT CONCRETE TILES (TYPE - I) -

PEDESTRIAN AREA .17.CHEQUERRED PRECAST CEMENT CONCRETE TILES (TYPE - II) -

ENTRANCE AREA/SITTING AREA IS TO BE HIGHLIGHTED IN DIFFERENT COLOR.18.ALL BROKEN TILES IN THE JOGGING TRACK SHALL BE MATCHED & REPLACED

WITH THE EXISTING TILES.

RENTAL COLONY PARK,(AMRUT/OD/BHUBANESHWAR/PR/22)

DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.



Trees (Proposed)

10.





I


11.

Trees (Existing)

1.

DESCRIPTIONS.NO.




LIST OF EQUIPMENTS

DESCRIPTIONTAGS.NO.

1.

2. PLAIN SLIDE

3.

4.

NUMBER

02

02

SEA SAW 01

FRP SWING

5. 01

BENCH

6.

20

MERRY GO ROUND 01

7.

9.

01

01

8.

SINGLE SEATER CHAIR10.

DUSTBIN11.

01

10

10

SCULPTURE12. 02

PUSHUP BAR

CHEST PRESS

AERIAL STOLLER

4. 145.00 M.LENGTH OF EXISTING PATHWAY

SHOULDER EXERCISER

TYPICAL SECTION THROUGHPAVING BANDS & GROUND COVER

(SCALE:- 1:10)

TYPICAL SECTION OF JOGGING TRACK/PATHWAY WITH CHEQUERRED TILES

(SCALE:- 1:10)

55000

5000

0

ENTRANCE 4.5 M WIDE GATEROAD

ROAD

ROAD

ROADENTRANCE 4.5 M WIDE GATE

EXIT 1.5 M WIDEREVOLVING GATE

4500

PlainSlide

See-saw

Merry go round

GAZEBO

PROPOSED 1500 MM WIDE PATH WAY


EXISTING 1500 MM WIDE PATH WAY



OPEN GYM AREA

SIT OUT

SCULPTURE-1

AerialStroller

ChestPress

Walker

SIT OUT

SIT OUT

FRP Swing

EXIT 1.5 M WIDEREVOLVING GATE

CHILDREN'S PLAY AREA

SCULPTURE-2

SIT OUT

MOUND

UPUP

EXISTINGBOUNDARY WALL

SEATING SEATING

MOUND


LAWN

LAWN

LAWN

LAWN

LAWN

300 MM WIDECHEQUERREDTILES BANDGROUND COVER

300 MM WIDETILES BAND

GROUND COVERSIT OUT

SIT OUT

POLISHED WHITEMARBLE PEBBLES

SEATING


EXIS

TING

150

0 M

M W

IDE

PATH

WA

YEX

ISTIN

G 1

.5M

WID

E PA

TH W

AY

EXIS

TING

150

0 M

M W

IDE

PATH

WA

YEX

ISTIN

G 1

.5M

WID

E PA

TH W

AY

PRO

POSE

D 1

500

MM

WID

E PA

TH W

AY

PRO

POSE

D 1

.5M

WID

E PA

TH W

AY

4500

GROUND COVER

ENT

ENT.

ENT.

ENT.

GUARD ROOM

SCUL

PTUR

E-4

SCUL

PTUR

E-3

2700

TOILET


EXISTING 1500 MM WIDE PATH WAYEXISTING 1500 MM WIDE PATH WAY



izLrqr v


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The

draw

ing,

des

ign

and

deta

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iven

on

this

form

at a

re th

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oper

ty o

f EN

GIN

EE

RS

IND

IA L

IMIT

ED

. Th

ey a

re m

erel

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on

the

borr

ower

's e

xpre

ss a

gree

men

t tha

tth

ey w

ill n

ot b

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prod

uced

, cop

ied,

exh

ibite

d or

use

d, e

xcep

t in

the

limite

d w

ay p

erm

itted

by

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t giv

en b

y th

e le

nder

to th

e bo

rrow

er fo

r the

inte

nded

use

.

3-1641-0500 REV 0 A1-841 x 594



1615

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MAITREE VIHAR PARK,(AMRUT/OD/BHUBANESHWAR/PR/22)

I

1.

DESCRIPTIONS.NO.




1. ALL DIMENSIONS ARE IN MILLIMETERS & LEVELS ARE IN METRES.2. EL100.000 INDICATES FINISHED APPROACH ENTRANCE LEVEL IN THE PARK.3. DRAWING IS NOT TO BE SCALED FOR ANY MISSING DIMENSION.4. CONSTRUCTION OF BOUNDARY WALL , GATE ,GUARD ROOM & TOILET SHALL BE



AROUND THE PARK.16.CHEQUERRED TILES (TYPE - I) - PEDESTRIAN AREA .17.CHEQUERRED TILES (TYPE - II) - ENTRANCE AREA/SITTING AREA IS TO BE

HIGHLIGHTED IN DIFFERENT COLOR.18.ALL BROKEN TILES IN THE JOGGING TRACK SHALL BE MATCHED & REPLACED


DESCRIPTIONTAGS.NO.

2.

Grass

LEGEND

3.

4.

5.

6.

7.

8.

9.

Shrubs Plants (Proposed)


Existing Trees

10.





LIST OF EQUIPMENTS

DESCRIPTIONTAGS.NO.

1.

2. WAVE SLIDE

3.

4.

NUMBER

01

02

SEA SAW 01

FRP SWING

5.

01


11.

12.

BENCH

6.

15

MERRY GO ROUND 01

7.

8.

1. Bench

SINGLE BENCH 09

9.

DUSTBIN 09

10.

CHEST PRESS 01

AERIAL STOLLER

Proposed Trees

01WALKER

13. POLISHED WHITE MARBLE PEBBLES

Existing Plants Trees

11.

EXISTING BENCH 04

SCULPTURE12. 04



64000

5500

0

17000

ROAD

TRANSFORMER

MAIN ENTRANCE3.5M

EXISTINGREVOLVING GATE

LAWN

EXISTINGREVOLVING GATE

FRP Swing

Plain Slide

See-saw

Merry goround

PROP. CHILDREN'S PLAY AREA

OPENGYMAREA

ChestPress

AerialStroller

DoubleBar

LAWN


PRO

POSE

D 12

00 M

M W

IDE

PATH

WAY




EXIST

ING

120

0 M

M W

IDE

PATH

WA

Y

LAWN

LAWN

PROP.PAVEDAREA

SIT OUT

ROADROAD

SCULPTURE-1

FunStation

PROP. CHILDREN'S PLAY AREA


SCULPTURE-2

PROP.POLISHED WHITEMARBLE PEBBLES

PROP. 300 MM WIDECHEQUERRED TILES BAND

PROP. GROUND COVER



PROP.POLISHED WHITEMARBLE PEBBLES

PROP.1200 MM WIDECHEQUERRED TILES BAND

PROP.GROUND COVER

300 MM WIDECHEQUERREDTILES BAND

GROUND COVER

0.45M WIDE,0.5M HIGHBENCH

LAWN

LAWN

LAWN

PROP. GROUND COVER

94000ENT.

PROPOSEDENTRANCE

AREA

CHEQUERREDTILES

PLANTER

PROPOSEDCLIMBERS

EXISTINGCLIMBERS

LAWN


PROP. PLANTER

PROP. PLANTER

PROP.PAVEDAREA

PROP.PAVEDAREA

PROPOSED PAVED AREAEXISTING 1200 MM WIDE PATH WAY

PROP.PAVEDAREA

PROP.PAVEDAREA

PROP.TOILET

PROP.GUARDROOM



izLrqr v


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The

draw

ing,

des

ign

and

deta

ils g

iven

on

this

form

at a

re th

e pr

oper

ty o

f EN

GIN

EE

RS

IND

IA L

IMIT

ED

. Th

ey a

re m

erel

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aned

on

the

borr

ower

's e

xpre

ss a

gree

men

t tha

tth

ey w

ill n

ot b

e re

prod

uced

, cop

ied,

exh

ibite

d or

use

d, e

xcep

t in

the

limite

d w

ay p

erm

itted

by

a w

ritte

n co

nsen

t giv

en b

y th

e le

nder

to th

e bo

rrow

er fo

r the

inte

nded

use

.

3-1641-0500 REV 0 A1-841 x 594



1615

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BARAMUNDA HIG TINKONIA PARK,(AMRUT/OD/BHUBANESHWAR/PR/22)

I

1.

DESCRIPTIONS.NO.

TOTAL PARK AREA

2. GREEN AREA





AROUND THE PARK.16.CHEQUERRED TILES (TYPE - I) - PEDESTRIAN AREA .17.CHEQUERRED TILES (TYPE - II) - ENTRANCE AREA/SITTING AREA IS TO BE



DESCRIPTIONTAGS.NO.

2.

Grass

LEGEND

3.

4.

5.

6.

7.

8.

9.



10.





LIST OF EQUIPMENTS

DESCRIPTIONTAGS.NO.

1.

2. WAVE SLIDE

3.

4.

NUMBER

01

02

SEA SAW 01

FRP SWING

5.

01


11.

12.

BENCH

6.

18

MERRY GO ROUND 01

7.

8.

1. Bench

SINGLE BENCH 059.

DUSTBIN 1110.

CHEST PRESS 01

AERIAL STOLLER

Proposed Trees

01Double Bar


11. SCULPTURE

12.

02

Climbers

FUN STATION 01

Existing Trees

2446.56 SQ.M.


1618.52 SQ.M.

ROAD

2800

0

80000

81215

1400

0

60405

7000

60000

1400

0

ROAD

15000SLOPE 1:15RAMP

ENTRANCEAREA

SIT OUT PLAZA(PROPOSED)

SCULPTURE

ShoulderTwirl

Double Bar

PushupBar

ShoulderExerciser

OPENGYMAREA

SCULPTURE

1500MM WIDE PATHWAY (PROPOSED)

2000

MM

WID

E P

ATH

WA

Y (E

XIS

TIN

G)SIT OUT

SIT OUT

SIT OUT

1500

MM

WID

E P

ATH

WA

Y (P

RO

PO

SE

D)

1500MM WIDE PATHWAY (PROPOSED)

Merry goround

Plainslide

FRP swing See-saw

GUARDROOM

TOILET

SIT OUT PLAZA(PROPOSED)

1200MM WIDE PATHWAY (EXISTING) PLANTER WITHSITTING

See-saw

STEPS

PLANTER

LAWN

LAWN

LAWN

MOUND

PLANTER WITHSITTING

PLANTER WITHSITTING

ENT

ENT COLONY ENT

450 MM HIGHPLANTER



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AROUND THE PARK.16.CHEQUERRED PRECAST CEMENT CONCRETE TILES (TYPE - I) -

PEDESTRIAN AREA .17.CHEQUERRED PRECAST CEMENT CONCRETE TILES (TYPE - II) -

ENTRANCE AREA/SITTING AREA IS TO BE HIGHLIGHTED IN DIFFERENT COLOR.18.ALL BROKEN TILES IN THE JOGGING TRACK SHALL BE MATCHED & REPLACED


CENSUS COLONY PARK,(AMRUT/OD/BHUBANESHWAR/PR/22)

DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.



Trees (Proposed)

10.





I


11.

Trees (Existing)

1.

DESCRIPTIONS.NO.




LIST OF EQUIPMENTS

DESCRIPTIONTAGS.NO.

1.

2. PLAIN SLIDE

3.

4.

NUMBER

01

02

SEA SAW 02

FRP SWING

SHOULDER TWIRL5. 01

BENCH

6.

17

MERRY GO ROUND 01

7.

9.

DOUBLE BAR

01

01

8. SHOULDER EXERCISE


DUSTBIN11.

01

18

12

SIT UP BOARD

SCULPTURE12. 03


2300

0

ROAD

37000

INTERLOCKING PAVERSON PATHWAY (TYP.)

TOILET

SITOUT

1500

MM

WID

E PA

THW

AY


ENTRANCE GATE

BOUNDARY WALL

SCULPTURE-1

LAWN

GROUND COVER

CHEQUERRED TILESBAND 200MM WIDE

ENTENT

SCULPTURE-3

CHILDREN'SPLAY AREA

FRP swing

See-saw

Plain slide

Merry goround

Double Bar

Shoulder Twirl

Sit up Board

OPEN GYM AREA

ShoulderExerciser

SITOUT

1500MM WIDE PATHWAY

1500MM WIDE PATHWAY

ROAD

PUBLIC BUILDING

RO

AD

RO

AD

ENTRANCEAREA

1500

2500ENTRANCE

AREA

1500

MM

WID

E PA

THW

AY

8900

9900

LAWN

GUARD ROOM



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.

3-1641-0500 REV 0 A1-841 x 594



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HIGHLIGHTED IN DIFFERENT COLOR.

BDA EWS COLONY PARK,(AMRUT/OD/BHUBANESHWAR/PR/22)

DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.



Trees (Proposed)

10.





I


11.

Trees (Existing)

1.

DESCRIPTIONS.NO.




LIST OF EQUIPMENTS

DESCRIPTIONTAGS.NO.

1.

2. PLAIN SLIDE

3.

4.

NUMBER

01

02

SEA SAW 01

FRP SWING

SHOULDER TWIRL5. 01

BENCH

6.

12

MERRY GO ROUND 01

7.

9.

DOUBLE BAR

01

01

8. SHOULDER EXERCISE


DUSTBIN11.

01

10

08

SIT UP BOARD

SCULPTURE12. 02

49000

8000

8000

TRANSFORMER

4900

0

GUARD ROOM TOILET

UP

PLANTER STEPS

LVL+450

SCULPTURE-1

PLANTER

GAZEBOUP

LAWN

PlainSlide

See-saw

Merry go round

FRP Swing

AerialStroller

ChestPress

Walker

POLISHED WHITEMARBLE PEBBLES

LVL+150

ENTUP

DNDN

UP

PLANTER STEPS

PLA

NTE

R

ENTUP

DNDN

LVL+450

LVL+150

PushupBar

SCULPTURE-2

SIT OUT

BADMINTONCOURT




CHILDREN'S PLAY AREA

OPEN GYM AREA

LAWN

ROAD

ROAD

ROAD

ROAD

WICKET GATE

2400 MM WIDE GATE

WICKET GATE

2400 MM WIDE GATE


GROUND COVER

GROUNDCOVER

ENTRANCE AREA

ENTRANCE AREA

LAWN LAWN

LAWN

LAWN

RAMPSLOPE (1:15)

RAMPSLOPE (1:15)

PROPOSED 1500 MM WIDE PATH WAY(INTERLOCKING PAVERS)

PRO

POSE

D 1

500

MM

WID

E PA

TH W

AY

PRO

POSE

D 1

500

MM

WID

E PA

TH W

AY


PRO

POSE

D 1

500

MM

WID

E PA

TH W

AY



100 MM THICK P.C.C 1:4:8

50 MM SAND FILLING

SUB BASE

TYPICAL SECTION OF JOGGING TRACK/

Lawn Lvl.+99.95

Entrance/Pedestrian Lvl.+100.00

INTERLOCKING PAVERS AS/SPECS

KERB STONE

SWEET EARTH

SELECTION 1 GRASS150 150

AS/DRAWING

RAMMED EARTH



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, cop

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d, e

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ritte

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inte

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use

.

3-1641-0500 REV 0 A1-841 x 594



1615

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NOTES :-

BHARATPUR GA COLONY PARK,(AMRUT/OD/BHUBANESHWAR/PR/22)

I

1.

DESCRIPTIONS.NO.










DESCRIPTIONTAGS.NO.

2.

Grass

LEGEND

3.

4.

5.

6.

7.

8.

9.



Existing Trees

10.





LIST OF EQUIPMENTS

DESCRIPTIONTAGS.NO.

1.

2. WAVE SLIDE

3.

4.

NUMBER

01

02

SEA SAW 01

FRP SWING

5.

01


11.

12.

BENCH

6.

16

MERRY GO ROUND 01

7.

8.

1. Bench

SINGLE BENCH 09

9.

DUSTBIN 10

10.

CHEST PRESS 01

AERIAL STOLLER

Proposed Trees

01WALKER

POLISHED WHITE MARBLE PEBBLES

11.

SCULPTURE12. 02

PUSHUP BAR 01

TYPICAL SECTION OF JOGGING TRACK/PATHWAY WITH INTERLOCKING PAVERS

(SCALE:- 1:10)

Sl.

No.

Item codeItem Unit

Housing

Board

Sector-3

Rental

Colony

Maitree

Vihar

Barmuda

HIG

Tinkonia

Census

Colony

BDA EWS

Colony

Bharatpu

r GA

I CIVIL WORKS 3.00

B001.01.01

Earthwork in excavation for foundation in all kinds of soil but

excluding stony earth and gravels mixed with stone &

boulder, soft rock, hard rock & slushy soil upto 1.5m depth

including leveling, dressing and consolidating the excavated

surface, sorting of excavated earth into serviciable &

unserviciable material, stacking of serviceable material within

a lead of 50m and disposal of unservicable material as

directed by Engineer In-Charge including supplying of all

material, labour, tools and plants, etc. all complete as per

specification and direction of Engineer In-Charge

CUM 170.08 68.26 98.19 49.75 250.83 67.32 114.57

B011.01.005

Providing and laying PLAIN CEMENT CONCRETE for all

works upto plinth level, tamping, ramming, vibrating,

curing,etc. in any shape, position, thickness and finishing the

top surface rough or smooth excluding shuttering as

specified and directed by Engineer In-Charge all complete for

concrete of following nominal mix: 1:4:8 (1 Cement : 4 coarse

sand : 8 hard broken granite chips 12 mm size)

CUM 89.84 33.53 37.76 24.37 111.96 34.96 58.24

3 B012.09.001

Providing and fixing CENTERING AND SHUTTERING

including strutting, bracing, propping etc., keeping the same

in position during concreting and removal of the same after

specified period etc. all complete and as specified and

directed. For the following works: Foundations, footings,

bases of columns, etc. for mass concrete.

SQM 79.67 61.63 47.74 32.88 104.55 30.22 101.47

4 DSR_4.6.1

Providing and fixing at or near ground level precast cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) in kerbs,edgings etc. as per

approved pattern and setting in position with cement mortar

1:3 (1 Cement : 3 coarse sand), including the cost of required

centering, shuttering complete.

CUM 19.22 10.39 9.11 13.76 30.02 9.46 14.69

5 B001.02.01

Backfilling after Execution of Work to proper grade & level

with excavated soil / available earth (excluding rock) within a

lead of 50M, depositing in layers not exceeding 200mm in

depth, consolidating each deposited layer by ramming and

watering including including compaction by manual method

or mechanical compactors to achieve 90% Standard Proctor

density etc. in FOUNDATIONS, PLINTH, TRENCH, PITS,

etc. all complete as per specification and direction of

Engineer In-ChargeCUM 13.24 6.22 38.06 0.99 16.50 3.43 8.86

6 DSR 16.5

Laying water bound macadam sub-base with brick aggregate

and blinding material, earth etc. including screening, sorting

and spreading to template and consolidation with light power

road-roller etc. complete.(payment for brick aggregate and

moorum etc. to be made separately)

16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm CUM 55.02 20.90 26.60 16.40 50.30 19.08 26.40

7 B001.02.006

Filling the mound (Maximum height 1.5 m) with available

excavated earth in layers including watering and compaction;

conveyance, cost of all materials, cost of all labour, carriage

of water, T & P sundries, as required for the work etc all

complete as per the direction of E-I-CFilling required in mound 127.50 60.00

8 B001.03.003

Transportation of earth & debris by mechanical means &

disposing beyond 2km & upto 3KM from work site including

loading, unloading & stacking, supplying of all labours, tools

& plants, complete as per direction of Engineers in Charge

CUM 29.34 60.12 48.76 174.33 63.89 105.70

9

Providing and laying in position machine batched and

machine mixed design mix cement concrete of specified

Grade for reinforced cement concrete work using 20mm &

down crusher broken black hard granite chips, cement

content as per approved design mix, including placing of

concrete to site of laying by specified method but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS:

9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as per

direction of Engineer-in-charge. FOR ALL WORKS UPTO

PLINTH LEVEL USING FOLLOWING GRADE:

(Note :- Excess/less cement used as per design mix is

payable/recoverable separately).

QTY

CUM

Detail estimate for the work, "Development of Parks in Bhubaneswar - Package 3 (AMRUT/OD/BHUBANESWAR/PR/22)"

1

2

B012.03.003

M30 Grade Concrete using 20mm & down crusher broken

black hard granite stone chips (Cement content considered in

this item is @ 340 kg/cum)Total CUM 1.00 5.18

10 B012.08.000

Supplying & placing Steel reinforcement for R.C.C. work

using FE - 500 (D) HYSD Steel Bars conforming to IS:1786

including straightening, cutting, bending, placing in position

and binding (including cost of binding wire 18 to 20 Gauge)

all complete for all works at all levels

QNTL. 1.00 5.18 5.48

11

Providing and laying REINFORCED CEMENT CONCRETE

for all works above plinth level (Maximum 6.0 m above

natural ground level/finish ground level, whichever is higher)

including vibrating, tamping, curing and rendering if required

to give a smooth and even surface etc. excluding centering,

shuttering and reinforcement as specified and directed by

Engineer In-Charge all complete for concrete of following

nominal mix

B012.02.0021:1.5:3 (1 Cement: 1.5coarse sand : 3 hard broken granite

chips 12 mm size)CUM 1.00 1.00 5.48 1.00

12 B008.03.01

Straightening cutting, bending bent up of M.S. rods / Tor

steels, including cranking, hooking, welding or jointing the

M.S. rods or tor confirming to I.S. 432 (Plain) and 1785 (Tor)

steel and binding, tying the grills, hoisting, lowering and

placing in proper position required for R.C.C. works including

cost, conveyance and taxes of M.S. rods or tor steel and

binding wires of 18 to 20 gauge and cost of all labour with all

T&P required for the work etc.

QNTL. 1.00 1.00

13 B017.06.000

Dismantling and removing cement concrete including

stacking the useful materials for reuse and removing the

debris within 50m lead including supplying all labours,

machinery, tools and plants all complete

CUM 27.40

14 B017.07.000

Dismantling and removing existing R.C.C. play equipment

pedestal and foundation including stacking the useful

materials for reuse and removing the debris within 50m lead

including supplying all labours, machinery, tools and plants

all complete

CUM 3.46

15 B013.01.001

Providing and laying BRICK MASONRY WITH FLY ASH

BRICKS conforming to IS: 12894 in one or more brick

thickness and in any shape (excluding circular/curved brick

masonry) at all depths below plinth level including the cost of

materials, labour, scaffolding/ staging, sampling & testing,

soaking of bricks, cutting and laying of bricks, curing, etc. all

complete as per specifications. Using following content of

cement mortar: Cement mortar 1:4 (1 cement : 4 coarse

sand)

CUM 5.47 2.50 5.96

16 B013.02.001

Providing and laying BRICK MASONRY WITH FLY ASH

BRICKS conforming to IS: 12894 in one or more brick

thickness and in any shape (excluding circular/curved brick

masonry) at all heights above plinth level (Maximum upto 6.0

m above natural ground level/finish ground level, whichever

is higher) including the cost of materials, labour, scaffolding/

staging, sampling & testing, soaking of bricks, cutting and

laying of bricks, curing, etc. all complete as per

specifications. Using following content of cement

mortar:Cement mortar 1:4 (1 cement : 4 coarse sand)

CUM 10.94 3.00 11.923

17 B001.02.08

Filling the mound (Maximum height 1.5 m) with available

excavated earth in layers including watering and compaction

with cost, conveyance, royalties and taxes of all materials,

cost of all labour, carriage of water, T & P sundries, as

required for the work etc all complete as per the direction of

E-I-C

CUM 112.50 112.50

18 B001.02.001

EARTHWORK IN FILLING by excavating the earth from

BORROW AREAS (arranged by Contractor) for 20KM leads,

transporting the earth from borrow area including cleaning &

stripping the earth at borrow areas, breaking clods, loading,

unloading and laying at all depths and heights in layers of

thickness not exceeding 15 cms., watering, rolling and

ramming by manual methods/mechanical compactors to

achieve 90% of the maximum laboratory dry density,

dressing, trimming, levelling the top surface etc. in

foundations, plinths, trenches etc. all complete.

CUM 50.47 1440.60

19 ZC 16.68

Providing and laying 60mm thick factory made cement

concrete interlocking paver block of M -30 grade made by

block making machine with strong vibratory compaction, of

approved size, design & shape, laid in required colour and

pattern over and including 50mm thick compacted bed of

coarse sand, filling the joints with fine sand etc. all complete

as per the direction of Engineer-in-charge.

SQM 456.50 400.33 221.33 355.33

20 ZC 13.44 Finishing walls with water proofing cement paint of required

shade :

ZC 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)

SQM 624.00 540.00 504.00 483.00 315.00 420.00

21

ZC 13.61

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

ZC 13.61.1 Two or more coats on new work SQM 139.90 234.48 120.60 125.80 85.05 10.05

22

A012.07.01

Providing & laying 50-70mm dia polished white Indian

MARBLE PEBBLES laid loose in layers including rubbing,

polishing, etc. all complete.

SQM. 50.00 50.00 50.00 50.00 100.00

23

ZC11.27

Kota stone slabs 20 mm thick in risers of steps, skirting,

dado and pillars laid on 12 mm (average) thick cement

mortar 1:3 (1 cement 3coarse sand) and jointed with grey

cement slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete.

SQM. 3.74 1.80 10.00 63.18

24

ZC11.26

Kota stone slab flooring over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with pigment

to match the shade of the slab, including rubbing and

polishing complete with base of cement

mortar 1 : 4 (1 cement : 4 coarse sand) :

ZC11.26.1 25 mm thick SQM 9.00 9.00 5.00 12.25

25

ZC12.48

Providing & fixing on roof pressed clay tile (Mangalore tile) of

20 mm nominal thickness and of approved size and as per

approved pattern on steel frame work complete (steel frame

work to be paid separately).

SQM 19.40

26 ZC13.1 15 mm cement plaster of mix :

ZC13.1.1 1:4 (1 cement: 4 fine sand) SQM 30.20 19.40 10.00 111.78

27 ZC13.16 6 mm cement plaster of mix :

ZC13.16.1 1:3 (1 cement : 3 fine sand) SQM 19.40 19.40 10.00 32.40

28

ZC11.20

Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry mixed

with pigment to match the shade of tiles, including rubbing

and cleaning etc. complete, on 20mm thick bed of cement

mortar 1:4 (1 cement: 4 coarse sand).

SQM

ZC11.20.1 Light shade pigment using white cement SQM 114.66 110.40 99.92 7.34

ZC11.20.3 Dark shade pigment using ordinary cement SQM 171.98 165.60 149.88 11.02

II DSR ZC 23.00 Landscaping and Horticulture works

1

ZC 23.1

Trenching in ordinary soil up to a depth of 60 cm including

removal and stacking of serviceable materials and then

disposing of surplus soil, by spreading and neatly leveling

within a lead of 50 m and making up the trenched area to

proper levels by filling with earth or earth mixed with sludge

or/and manure before and after flooding trench with water

(excluding cost of imported earth, sludge or manure).

cum 1170.00 1350.00 1200.00 972.00 1080.00 390.00 1065.00

2

ZC 23.2

Supplying and stacking of good earth at site including royalty

and carriage up to 1 km (earth measured in stacks will be

reduced by 20% for payment).

cum 780.00 900.00 800.00 648.00 720.00 260.00 710.00

3

ZC 23.3

Supplying and stacking sludge at site including royalty and

carriage up to 1 km (sludge measured in stacks will be

reduced by 8% for payment).

cum 292.50 337.50 300.00 243.00 270.00 97.50 266.25

4

ZC 23.4

Supplying and stacking at site dump manure from approved

source, including carriage up to 1 km (manure measured in

stacks will be reduced by 8% for payment) :

ZC 23.4.1 Screened through sieve of I.S. designation 20 mm cum 58.50 67.50 60.00 48.60 54.00 19.50 53.25

ZC 23.4.2 Screened through sieve of I.S. designation 16 mm cum 58.50 67.50 60.00 48.60 54.00 19.50 53.25

ZC 23.4.3 Screened through sieve of I.S. designation 4.75 mm cum 58.50 67.50 60.00 48.60 54.00 19.50 53.25

5 ZC 23.5 Rough dressing the trenched ground including breaking clods. sqm 1950.00 2250.00 2000.00 1620.00 1800.00 650.00 1775.00

6

ZC 23.6

Uprooting weeds from the trenched area after 10 to 15 days

of its flooding with water including disposal of uprooted

vegetation.

sqm 1950.00 2250.00 2000.00 1620.00 1800.00 650.00 1775.00

7 ZC 23.7 Fine dressing of the ground sqm 1950.00 2250.00 2000.00 1620.00 1800.00 650.00 1775.00

8

ZC 23.8

Spreading of sludge, dump manure and / or good earth in

required thickness as per direction of Officer-in-charge (Cost

of sludge, dump manure and / or good earth to be paid

separately).

cum 1248.00 1440.00 1280.00 1036.80 1152.00 416.00 1136.00

9ZC 23.9

Mixing earth and sludge or manure in the required proportion

specified or directed by the Officer-in-charge.cum 1248.00 1440.00 1280.00 1036.80 1152.00 416.00 1136.00

10

ZC 23.10

Grassing with selection No.1 grass including watering and

maintenance of the lawn for 30 days or more till the grass

forms a thick lawn, free fromweeds and fit for mowing

including cost of grass and supplying good earth, if needed

(the good earth shall be paid for separately).

ZC 23.10.1 in row 5 cm apart in both direction. sqm 1950.00 2250.00 2000.00 1620.00 1800.00 650.00 1775.00

11

A013.05.00

Providing & transplanting best quality healthy TREES species

[Acacia nilotica (Babul), Alstonia scholaris (Devil's tree),

Anogeissus latifolia (Axle wood), Artocarpus integrifolia (Jack

fruit), Azadirachta indica (Neem),Bauhinia purpurea (Orchid

tree), Bombax malabaricum (Semal), Butea frondosa (Flame

of the forest/ Palash), Callistemon lanceolatus (Bottle brush),

Cassia fistula (Amaltas), Cassia siamea, Chorisia speciosa

(Silk cotton tree),Dalbergia sisso (Sheesham), Delonix regia

(Gulmohur), Dendrocalamus strictus (Bamboo), Emblica

officinalis (Aonla), Eugenia jambolana (Jamun),Ficus

benjamina, Ficus elastica (Rubber), Ficus glomerata, Ficus

religiosa(Peepal), Holorrhaena antidysenterica,

Lagerstroemia flos reginae, Madhuca indica (Mahua),

Mangifera indica (Mango), Melia azardirachta, Morus indica

(Mulberry), Ocimum americanum, Plumeria obtusa,

Pterospermum

acerifolium (Kanak champa), Samanea saman (Rain tree),

Saraca indica (Sita ashok), Shorea robusta (Sal),

Tamarindus indica (Tamarind), Tectona grandis (Teak),

Terminalia arjuna, Terminalia chibula, Terminalia bellarica,

Ziziphus jujuba (Ber) or any other native/ drought tolerant

species or as per the owner¿s

choice] of approx. height 2500mm

nos. 50.00 30.00 50.00 20.00 20.00 10.00 40.00

(obtained from renowned nursery) in erect position and

supported with bamboo stick without breaking the earth balls

around the roots, packing the soil tight around the plant and

water properly,including digging the tree pits (holes 1200 mm

dia., 1200 mm deep) prior to planting and refilling the same

with sweet earth mixed with manure 2 :1 by volume (2 parts

of stacked volume of earth after reduction by 20% : 1 part of

stacked volume of manure after reduction by 8%) along with

Urea, N.P.K. mixed in proportion as per suppliers

specifications, flooding with water, dressing including

removal of rubbish and surplus earth if any with all leads and

lifts etc, all complete, All trees to be approved before planting

inclusive of

maintenance as specified for one year after planting including

rectification/ replacement of any damaged work or plant,

watering at required frequency, providing and laying manure

as required etc. all complete.

12

A013.06.00

Providing and transplanting best quality SHRUBS AND

HEDGES species[Allamanda schotii, Bauhinia tomentosa,

Caesalpinia pulcherrima, Calliandra

haematocephala, Cassia biflora, Cestrum diurnum,

Clerodendron inerme,Cyprus rotundus, Duranta goldii,

Duranta variegated, Ficus blakei, Ficuspanda, Ficus nuda,

Ficus reginold, Ficus starlite, Gardenia jasminoides,Hamelia

patens dwarf, Heliconia spp., Hibiscus rosa sinensis,

Hibiscus variegated, Ixora chinensis, Ixora singaporensis,

Jatropha panduraefolia,

Jasminum spp., Melaleuca bracteates, Murraya exotica

(mock orange),Nerium oleander alba, Nerium oleander

roseum, Nerium oleander dwarf,Plumbago capensis, Spider

lily, Strelitzia regia, Tabernaemontana coronaria

'dwarf', Tabernaemontana coronaria variegated, Tecoma

capensis (Capehoney suckle), Tecoma gaudichaudi, Tecoma

stans, Thevetia nerifolia, Thuja spp.,Vinca rosea, Vinca rosea

alba, Yucca gloriosa or any other native/ drought tolerant

species or as per the owner¿s choice] of approx. height 450-

900mm in erect position without breaking the earth balls


water properly, including preparation of beds for hedging and

shrubbery by excavating 600 x 600mm deep, pits dug a few

days in advance, top soil with manure (compost) 2 :1 by

volume (2 parts of stacked volume of earth after reduction by

20% : 1 part of stacked volume of manure after reduction by

8%) along with Urea, N.P.K. mixed in proportion as per the

Nos 280.00 250.00 220.00 240.00 350.00 120.00 200.00

13

NEW ITEM

Providing and transplanting best quality Edge Plant Species

i.e. Duranta goldii, Duranta variegated, or any other native/

drought tolerant species or as per the owner’s choice along

pathways of approx. height 250-400mm in erect position

without breaking the earth balls around the roots, packing the

soil tight around the plant and water properly, including

preparation of beds for hedging and shrubbery by excavating

300x300mm deep, pits dug a few days in advance, top soil

with manure (compost) 2 :1 by volume (2 parts of stacked

volume of earth after reduction by 20% : 1 part of stacked

volume of manure after reduction by 8%) along with Urea,

N.P.K. mixed in proportion as per the suppliers

specifications, flooding with water, dressing including

removal of rubbish and surplus earth if any with all leads and

lifts etc, all complete. All species to be approved before

planting inclusive of maintenance as specified for one year

after planting including rectification/ replacement of any

damaged work or plant, watering at required frequency,

providing and laying manure as required etc. all complete

nos 540.00 500.00 450.00 480.00 700.00 240.00 400.00

14

A013.07.00

Planting best quality pot-grown healthy GROUNDCOVER

species [Alternanthera green, Alternanthera red,

Alternanthera variegated, Asparagus

myeri (plume asparagus), Asparagus sprengeri,

Chlorophytum comosum,Cyperus alternifolia, Dianella

tasmanica, Ficus longisland, Ficus pumila,Fountain grass,

Iresine herbstii, Lantana camara red, Lantana camara

variegated, Lantana camara white, Lantana camara yellow,

Lantana sellowiana, Ophiopogon jaburan, Ophiopogon

jaburan variegated, Portulaca grandiflora, Rhoeo discolor,

Red fountain grass, Setcreasa spp.Strelitzia regia,Syngonium

butterfly, Verbena spp., Wedelia trilobata (creeping

daisy)Zebrina pendula or any other native/ drought tolerant

species or as per the owner¿s choice] of approx. height

300mm with minimum stem of species in erect position

without breaking the earth balls around the roots, packing the

soil tight around the plant and water properly, including

preparation of beds by excavating 300 x 300 mm deep, pits

dug a few days in advance, top soil with manure (compost) 2

:1 by volume (2 parts of stacked volume of earth after

reduction by 20% : 1 part of stacked volume of manure after

reduction by 8%) along with Urea, N.P.K. mixed in proportion

as per the suppliers specifications flooding with water,

dressing including removal of rubbish and surplus earth if any

with all leads and lifts etc, all complete. All groundcovers to

be approved before planting inclusive of maintenance as

specified for one

NOS 100.00 100.00 100.00 100.00 150.00 50.00 100.00

15

A013.09.00

Planting best quality pot-grown healthy ORNAMENTAL

PLANTS species [Agave spp., Bamboo buddha belly,

Bismarckia nobilis, Cycas circinallis,Cycus revoluta, Furcarea

watsoniana, Golden bamboo, Phoenix roebelenii,Phoenix

sylvestris, Sansveira spp., Washingtonia robusta, Wodyetia

bifurcata,Roystonea regia (Royal palm) or any other native/

drought tolerant species or as per the owner¿s choice] of

approx. height 1500-2500mm in erect position with minimum

stem of species in erect position without breaking the earth

balls around the roots, packing the soil tight around the plant

and water properly, including preparation of beds by

excavating 1200 x 1200 mm deep, pits dug a few days in

advance, top soil with manure (compost) 2 :1 by volume (2

parts of stacked volume of earth after reduction by 20% : 1

part of stacked volume of manure after reduction by 8%)

along with Urea, N.P.K. mixed in proportion as per the

suppliers specifications flooding with water, dressing

including removal of rubbish and surplus earth if any with all

leads and lifts etc, all complete. All plants to be approved

before planting inclusive of maintenance as specified for one

year after planting including rectification/ replacement of any

damaged work or plant, watering at required

frequency,providing and laying manure as required etc. all

complete.

nos 50.00 50.00 50.00 50.00 100.00 20.00 40.00

16

A013.08.00

Planting best quality pot-grown healthy CLIMBER/ VINE/

CREEPERS species [Allamanda catharitica, Bignonia

venusta, Bougainvillea spp.,Clerodendron splendens,

Clerodendron thompsani, Duranta repens gold, Duranta

repens variegate, Ficus repens, Jacquemontia violacea,

Jasminum nitidum, Passiflora caerulea, Quisqualis indica,

Rhyncospermum jasminoides, Vernonia elaengifolia or any

other native or drought tolerant species or as per the

owner¿s choice] of approx. height 450-900 mm in erect

position with 300mm to 450mm spacing and minimum stem

of species in erect position without breaking the earth balls


water properly, including preparation of beds by excavating

450 x 450 mm deep, pits dug a few days in advance, top soil

with manure (compost) 2 :1 by volume (2 parts of stacked

volume of earth after reduction by 20% : 1 part of stacked

volume of manure after reduction by 8%) along with Urea,

N.P.K. mixed in proportion as per the suppliers specifications

flooding with water, dressing including removal of rubbish

and surplus earth if any with all leads and lifts etc, all

complete. All climbers to be approved before planting

inclusive of maintenance as specified for one year after

planting including rectification/ replacement of any damaged

work or plant, watering at required frequency, providing and

laying manure as required etc. all complete.

nos 100.00

III Children plaing equipments.

Ref PURI parks

2015-16 (Item No

1)

Providing and fixing in position multi activity Fun Station of

approved design and make having protective area of 12.0

meter x 9.0 meter made of 20, 25, 32, 40, 50, 65,80 NB GI

pipe, all chutes are of FRP and shall be consiting of

Hexagonal Deck - HT 1.5MTR. - 1 No.

FRP Hexagonal Roof - 1 No.

Square Deck - HT 1.5MTR. - 1 No.

FRP Deluxe Plain Slide - HT 2.1MTR. - 1 No.

FRP Ramp with Moulded Railing- LT 3.0MTR. - 1 No.

FRP Step Ladder - HT 1.5MTR. - 1 No. with handle grip

confirming EN 1176

Double Swing (STD) HT 2.1 MTR. - 1 No, 40mm Pipe swing

leg, 50NB top pipe -. with molded rubber seat,rubber dip

molded swing chainFRP spiral Slide - HT 1.5MTR. - 1 No.80 NB GI Pipe central

support,railling of 20 NB GI Pipe frame

Spiral Climber:-HT 3.5 mt: 40 nb Central support, 25 NB

spiral bend, handle grip confirming EN 1176

Spider’s web scramble-ht 2.4 MT- 1 Nos., 40 NB GI pipe

support with U hook ,nylon Ropes Confirming to standards

EN 1176 , Circular ring with 15 NB GI Pipes with U- Hooks

Roto Railing - 1 Nos.

The Equipment shall be painted with PU paints.

Including fixing each supporting leg / anchoring arm of

playing instrument with foundation angle/base angle/ base

plate/tor rod etc. in 1:11/2:3 grade concrete block of 0.45 x

0.45 x 0.45 m size excavation for concrete block pit, curing

etc. all complete.

2

A017.00.02

Providing and fixing in position FRP Wave Slide with hand

grip of approved design and make of minimum 6.0 meter x

1.0 meter size ( safe play area minimum 6.5meter X

2.0meter), and overall minimum height of 2.1 meter from

ground consisting of :

1. SLIDE CHUTE (UV stabilized FRP)

2. PLATFORM (14 SWG GI of size - 500x450x60mm),

3. LADDER FRAME (25NB & 20NB Frame GI Pipe,

4. HAND GRIP FOR LADDER (conforming to EN1176-

1:1998

5. LADDER STEP (Cold formed 16 Gauge GI Plated Sheet

Confirming to EN1176-1:1998 Length 500mm, width 90mm

& Step height 225mm)

6. RAILLING (550mm high conforming to EN 1176- 1:1998)

7. CENTRAL SUPPORT (80NB hot dip GI Pipe of 2590mm

length )

8. MEDIUM SUPPORT (25NB GI Pipe length 1490mm with

10mm tor rod of length 300mm), SMALL SUPPORT (25NB

GI Pipe length 600mm with 10mm tor rod of length 300mm),

9. BASE for central support (made of 40 x 40x5 mm angle ,

plate 150x 150 x5 mm ),

This item includes fixing each supporting leg / anchoring arm

of playing instrument with foundation angle/base angle/ base

plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.45 x

0.45 x 0.45 m size excavation for concrete block pit, curing,

nut bolts, fittings etc. all complete.

Each 2 2 2 2 2 2 2

1

1

3

A017.00.03

Providing and fixing in position Double post Swing of

approved design and make of minimum 3.5m X 1.0m size (

Safe Play area minimum.4.5m X 2.0m) consisting of

1. VERTICAL SUPPORT (100NB GI Pipe conforming, Pipe

length 2955mm, foundation plate 300X300X10 for the

vertical pipe , and a profile plate of 150X50X5 to fix the top

pipe with vertical pipe),

2. TOP PIPE (50NB GI Pipe, Pipe length 2955mm, profile

plate of 150X50X5 welded on both ends of the pipe to fix the

top pipe with vertical pipe),

3. CHAIN (Rubber dip molded swing chain of dia.6mm &

1450mm Long),

4. S-HOOK (dia 8mm & 145x130 Triangular hook of SS 304

Grade),

5. RUBBER SEAT (Molded anti skid Rubber Seat tested for

rubber hardness as per Shore Duro meter Type A scale

conforming ASTM D2240 having value of approx. 50),

6. FOUNDATION ANGLE (40X5 of length 900mm

conforming to standards IS-808-1964 and 10mm tor rods )





nuts & bolts, fittings etc. all complete.

Each 1 2 1 1 1 1 1

4

A017.00.04

Providing and fixing in position FRP Merry Go Round (MGR)

of approved design and make of minimum area 1.8meter dia,

(Safe Play area minimum 3.0m dia),over all minimum 900

mm height from ground consisting of

1. FRP PLATFORM (Minimum 5MM Thick, 1800 mm dia with

checkered texture)

2. PLATFORM SUPPORTING (structured frame of IAS-

40x40x5 & 25x25x5, ISF-130x50x10 & 65x50x5 welded

together, Triangular frame. OF 75x40x5 C channel),

3. CENTER SUPPORT (80NB 500 mm long GI pipe with

150x150mm base plate , with Ball Bearing no. 6209Z and

Taper Roller Bearing no. 30209)

4. RAILLING OVER PLATFORM (3 nos 20NB GI Pipe with

GI Railing frame conforming to EN 1176-1:1998






Each 1 1 1 1 1 1 1

5

NEW ITEM

Supply and installation including concreting & fixing on

ground, MS framing, Synthetic Enamale paint over metalic

surfaces of sea saw (4 seater), size 2400 L x 1600 W x 375

high with Tyre system. Frame is of m.s pipe 50mm x

12gauge. Sitting planks is of m.s pipe 50mm x 11 gauge and

its cantilever & handles is of m.s pipe 18mm x 12 Guage

.Sitting seats-4nos is of molded FRP material in 3mm thick.

Complete with old tyres system to make it jerk proof &

painted in multi colors. including cost of all materials, all

taxed conveyence to the work site site etc. complete.






Each 1 1 1 1 2 1 1

IV OUTDOOR FITNESS EQUIPMENTS

1

A017.00.07

Providing and fixing in position Double Bar of approved

design and make of minimum Area of 2.0 m x 3.5 m (Safe

Play Area minimum 2.5 m x 4.0m), consisting of pair of

horizontal bar (40NB GI pipe with end cap) 4 nos vertical

supports( 40NB GI Pipes,25 NB GI pipe spacer for each two

vertical pipes.)






Each 1 1 1 1 1 1

2

A017.00.14

Providing and fixing in position CHEST PRESS of approved

design and make of minimum product size 1.2m X 0.9m size

(Safe Play area minimum 2.2m X1.9m) consisting of:

1. VERTICAL SUPPORT:(80 NB hot dip GI Pipe of minimum

length of 2800 mm with two arch swing flanges welded at

both the end)

2. SEAT: (FRP/HDPE/LLDPE Plastic seat fixed over 40 NB

GI pipe seat frame)

3. HANDLE PIPE: (25 NB GI pipe linked to the seat with

40NB pipe hinged to main vertical support pipe with rubber

handle grip at its both ends.

4. All open ends of pipe been closed by GI / HDPE caps


of gym equipment with foundation angle/base angle/ base


0.30 x 0.6 m size excavation for concrete block

pit, curing, nuts & bolts, fittings etc. all complete.

Each 1 1 1 1 1 1

3

A017.00.15

Providing and fixing in position AREIAL STROLLER of

approved design and make of minimum product size 1.0 m X

0.5m size (Safe Play area minimum 2.0m X 1.5m) consisting

of:

1. MAIN FRAME :( 80 NB GI Pipe with zinc coating, resting

on 80 NB GI PIPE.)

2. FOOT REST BEND PIPE: ( 40 NB GI pipe)

3. FOOT REST: (High quality FRP material, mounted on

main frame with bearing assembly)

4. Handle (25 NB GI pipes.)

5. All open ends of pipe been closed by GI / HDPE caps.


of gyme quipment with foundation angle/base angle/ base



pit, curing, nuts &bolts, fittings etc. all complete.

EACH 1 1 1 1 1

4

A017.00.18

Providing and fixing in position PUSH UP BAR of approved

design and make of minimum product size 1.4 m X 0.7 m

size (Safe Play area minimum 2.4 m X 1.7m) consisting of 2

nos. parallel 40 NB GI Pipe bent and grounded.






EACH 1 1 1 1

5

A017.00.20

Providing and fixing in position WALKER of approved design

and make of minimum product area 2.0 m X 0.7 m (Safe Play

area minimum 3.0 m X 1.7 M consisting of :

1. SIDE FRAME: (80 NB & 40 NB GI Pipes)

2. Bearing shaft attached to 40 NB Pipe of side frame.

3. HANDLE PIPES are hinged over 80 NB pipe with the help

of heavy duty bearings)

4. FOOT REST: (high quality FRP.)





pit, curing, nut bolts, fittings etc. all complete.

Each 1 1

6

A017.00.16

Providing and fixing in position SHOULDER TWIRL of

approved design andmake of minimum product size 2.0 m X

0.9m (Safe Play area minimum 3.0m X 1.9m) consisting of:

1. Circular ring: (25 NB GI pipe bend to from ring with

provision of Handle for rotating the ring.)

2. Spoke: (25 NB GI pipe)

3. Main support: (25 NB GI pipe with 40 NB connector with

bearings.)







EACH 1 1 1 1

7

A017.00.21

Providing and fixing in position SHOULDER EXERCISER of

approved design and make of minimum product area 1.2 m X

0.9 m (Safe Play area minimum 2.2 m X 21.9m) consisting

of:

1. VERTICAL SUPPORT: (80 NB GI pipe)

2. SEAT: (FRP/HDPE/LLDPE Plastic seat fixed over 40 NB

GI pipe seat frame)

3. SEAT FRAME: (40 NB GI pipe hinged over vertical

support with bearings)

4. HANDEL: (25 NB GI pipe connected to seat with 40 NB GI

PIPE hinged to vertical support with bearings.)

5. FOOT REST: (25 NB GI Pipes)






pit, curing, nuts & bolts, fittings etc. all complete

Each 1 1 1 1

V GARDEN BENCH /SITTING/DUST BIN

1

NEW ITEM

Supplying the following Making Garden equipments

inlcuidng fixing at work site etc. complete as per direction of

EIC.

4 Seater Concrete Chair Each 10 8 4 8 6 4 6

1 Seater Concrete Chair Each 12 10 9 5 18 10 9

2

A017.00.22

Providing and fixing in position 3 seaters Designer Bench of

approved design and make of minimum area 1.5 meter x

0.60meter. Overall all minimum height 0.80 m consisting of

1. FRP Channel Strip-seat & back with end cap- (C - Section

of thickness upto 5mm, 1200mm long with wooden finish

bolted to side frames.)

2. BENCH FRAME (cast iron designer frame conforming to

IS 1730made from sand casting method)

.

Each 11 10 10 10 10 5 10

3

A017.00.23

Providing and fixing in positionself standingFRPFrog/ Animal

shape dust Bin of approved design and make of minimum

height of 0.85meter dia0.60meter (capacity min 80 ltrs)

designed for accommodating dry as well as wet kind of trash

in the garden made out of in pure polyester Fiberglass

Reinforced Plastic (UV resistant finishing) of 2mm thk with

matt finish

Each 12 10 9 11 12 8 10

4

Ref Balia panda

Park puri

Supply, fitting, fixing of High Quality Fiber made Gazebos

with approved design, Cast Metal finish & textureof minimum

Size: Length:2400 x Height:3000mm or as approved High

Quality Fiber made Gazebos approved design and comes

with Cast Iron, Metal, Chrome, Gold, Copper, Wooden, Stone

finish & texture. Easy to assemble and disassemble. High

Quality Steel Frame to give strength to the structure.

each 1 1 1

5

NEW ITEM

Providing and placing in postion stone sculpture of approved

design depiciting orissan culture of minimum sixe 1500 mm

height and 600 mm width made out of laterite stone with

ornamental works

Each 2 2 4 2 2 2 2

VI ELECTRICAL

ZE1.10

Wiring for light point/ fan point/ exhaust fan point/ call bell

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable in surface / recessed medium class PVC

conduit, with modular switch, modular plate, suitable GI box

and earthing the point with 1.5 sq.mm. FRLS PVC insulated

copper conductor single core cable etc. as required.

ZE1.10.1 Group A Point 2 2 2 2 2 2 2

ZE1.14

Wiring for circuit/submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor,

single core cable in surface/recessed medium class PVC

conduit as required. ZE1.14.1 2 X 1.5 sq mm + 1 X 1.5 sq.mm earth wire Metre 2 2 2 2 2 2 2

ZE1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 4 4 4 4 4 4 4

ZE1.21

Supplying and fixing of following sizes of medium class PVC

conduit along with accessories in surface/recess including

cutting the wall and making good the same in case of

recessed conduit as required.ZE1.21.2 25 mm Metre 5 5 5 5 5 5 5

ZE1.24

Supplying and fixing following modular switch/ socket on the

existing modular plate & switch box including connections but

excluding modular plate etc. as required.

ZE1.24.1 5/6 amps switch Each 2 2 2 2 2 2 2

ZE1.24.3 15/16 amp switch Each 1 1 1 1 1 1 1

ZE1.24.4 3 pin 5/6 amp socket outlet Each 2 2 2 2 2 2 2

ZE1.24.5 6 pin 15/16 amp socket outlet Each 1 1 1 1 1 1 1

ZE1.26

Supplying and fixing modular blanking plate on the existing

modular plate & switch box excluding modular plate as

required.

Each 1 1 1 1 1 1 1

ZE1.27

Supplying and fixing following size/ modules, GI box

alongwith modular base & cover plate for modular switches in

recess etc as required.

ZE1.27.1 1 or 2 Module (75mm X 75mm) Each 1 1 1 1 1 1 1

ZE1.27.5 8 Module (125mm X 125mm) Each 1 1 1 1 1 1 1

ZE2.21

Providing and fixing M.V. danger notice plate of 200 mm X

150 mm, made of mild steel, at least 2 mm thick, and

vitreous enameled white on both sides, and with inscription in

single red colour on front side as required.

Each 1 1 1 1 1 1 1

ZE4.0 CABLE TRAYS

ZE4.1

Supplying and installing following size of perforated pre-

painted M.S. cable trays with perforation not more than

17.5%, in convenient sections, joined with connectors,

suspended from the ceiling with M.S. suspenders including

bolts & nuts, painting, suspenders etc as required.

ZE4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 1 1 1 1 1 1 1

ZE4.1.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 1 1 1 1 1 1 1

ZE5.0 EARTHING

ZE5.2

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe

etc. with charcoal/ coke and salt as required.

Each 4 4 4 4 4 4 4

ZE6.0 LIGHTNING CONDUCTOR

ZE6.7

Providing and fixing G.I. tape 20 mm X 3 mm thick on

parapet or surface of wall for lightning conductor complete as

required. (For horizontal run)

Metre 30 30 30 30 30 30 30

ZE6.8

Providing and fixing G.I. tape 20 mm X 3 mm thick on

parapet or surface of wall for lightning conductor complete as

required. (For vertical run)

Metre 20 20 20 20 20 20 20

ZE6.12

Providing and fixing testing joint, made of 20 mm X 3 mm

thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts,

chuck nuts and spring washers etc. complete as required.Each 2 2 2 2 2 2 2

ZE6.14Providing and laying G.I. tape 32 mm X 6 mm from earth

electrode directly in ground as required.Metre 5 5 5 5 5 5 5

ZE7.0 MV CABLE LAYING

ZE7.1

Laying of one number PVC insulated and PVC sheathed /

XLPE power cable of 1.1 KV grade of following size direct in

ground including excavation, sand cushioning, protective

covering and refilling the trench etc as required.

ZE7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 100 100 100 100 100 100 100

ZE7.5

Laying of one number PVC insulated and PVC sheathed /

XLPE power cable of 1.1 KV grade of following size in the

existing RCC/ HUME/ METAL pipe as required.

ZE7.5.1 Upto 35 sq. mm Metre 520 560 480 400 560 240 440

ZE9.0 MV CABLE JOINTING & END TERMINATION

ZE9.1

Supplying and making end termination with brass

compression gland and aluminium lugs for following size of

PVC insulated and PVC sheathed / XLPE aluminium

conductor cable of 1.1 KV grade as required.

ZE9.1.7 3 X 10 sq. mm (22mm) Each 52 56 48 40 56 24 44

ZE9.1.24 3.5C X 95 sq. mm (45mm) Each 2 2 2 2 2 2 2

ZE11.0 POLE ERECTION

ZE11.6

Supplying and embedding following dia G.I. pipe (medium

class) in pole collar/ foundation (during casting) for cable

entry including bending the pipe to the required shape

complete as required.ZE11.6.2 40 mm dia Metre 1 1 1 1 1 1 1

ZE.14.0 EXCAVATION & BACK-FILLING

ZE14.4

Excavation for cable trenches in soft soil, depth upto 1.2 m

including dressing of sides lift upto 1.5 m, including getting

out the excavated soil, refilling with sand and or good soil

after laying of cable/ pipe etc. in layers of 20 cm, ramming,

watering and disposal of surplus excavated soil as directed,

within a lead of 50 metres.

Cum 117 126 108 90 126 54 99

ZE14.13

Providing, laying and fixing following dia G.I. pipe (medium

class) in ground complete with G.I. fittings including trenching

(75 cm deep)and re-filling etc. as required

ZE14.13.1 50 mm dia Metre 2 2 2 2 2 2 2

ZE14.13.3 100 mm dia Metre 1 1 1 1 1 1 1

B207.00.00 SUPPLY OF MV CABLES

B207.05.00

Supply of 1100 V grade, Aluminium Conductor, XLPE

insulated and armoured cables of following sizes as per

CPWD Specifications /other relevent IS/IEC, , datasheets,

specification of this tender and directions of Engineer-in-

Charge.B207.05.08 3 C x 10 sq. mm m 520 560 480 400 560 240 440

B207.05.30 3.5 C x 95 sq. mm m 100 100 100 100 100 100 100

B209.00.00 EARTHING

B209.01.00

Supply and installation of Copper earthing Coil in each

pole/pathway lights etc. as required, inlcuding Excavation

and backfilling of earth, etc. , for a maximum depth of 2.5 m,

shoring, shuttering and dewatering (if necessary) including

consolidation and disposal of surplus earth up to a distance

of 30 m, connecting individual earth coil with lug of street

light pole/ other structure , including the supply of G.I. wire

/G.I. wire rope, lugs, conductors, connecting to the G.I. strip

or earth plate and necessary hardware for connection,

including all labour and materials, as per Rural Electrification

Codes, CPWD Specifications, other relevant codes,

specification of this tender and the direction of the Engineer-

in-Charge.

m 52 56 48 40 56 24 44

E113.00.00 SAFETY EQUIPMENT

E113.01.00

Supply and installation of the following, including the supply

of necessary clamps, bolts, rawl plugs etc., breaking and

making good of walls, if required, mounting, including all

labour and materials, complete and as per applicable

standards and CEA Guidelines and as per directions of

Engineer-in-Charge.E113.01.02 First Aid Boxes. NOS 1 1 1 1 1 1 1

E113.01.05 9 kg capacity CO2 type fire extinguishers. NOS 1 1 1 1 1 1 1

E113.01.06Sand buckets with stand (Each with at least 3 sand buckets).

NOS 1 1 1 1 1 1 1

E113.01.08 Shock hazard charts - Laminated type Nos 1 1 1 1 1 1 1

E302.06.00M

Supply and installation of following Poles for post top lantern

with inbuilt marshalling box, necessary wires/cable running

from marshalling box to the lighting fixtures, cable termination

and connection, fixing of cable glands and lugs, , including all

civil works, excavation, foundation, disposal of surplus earth,

providing shoring, strutting and dewatering if required and

supply of cement, steel, GI pipes, base plates, paint and all

sundry materials as required, painting, including all labour

and materials, as per approved drawings, specifications of

this tender and directions of Engineer-in-Charge.

E302.06.01M 2.5 m high above F.F.L nos 26 28 24 20 28 12 22

E305.04.00

Supply, installation, connection, testing and commissioning of

240 V AC, 1200 mm sweep ceiling fan with regulator (labeled

as minimum 3-star by Bureau of Energy Efficiency)including

providing clamp/hook in RCC slab, if necessary, providing,

fixing, ceiling, rose, wiring, including all labour and materials,

as per approved drawings, specifications of this tender and

directions of Engineer-in-Charge.

NOS 1 1 1 1 1 1 1

E999.00.00 Miscellaneous

E999.99.00 Miscellaneous

E999.99.99 Miscellaneous Item

E999.99.99V01

Supply and fixing of 3 Phase outdoor type Panel Board of

aaproximate size 4'-0" x 2'- 0" x 1'-0" (L x B x T) made of 16

SWG C.R sheet. The same is to be installed in a rigid

cement concrete foundation with help of nut & bolt complete

with two coats of approved paint i. e. D. A. grey. The Panel

Board consisting of the following accessories. (i) LED Indicating Lamps (R, Y, B) - 3 nos.

(ii) 63A, 3-phase Switch Fuse Unit Incomer – 1 nos.

(iii) Auto/ Manual Selector Switch with Synch. Timer - 1 no.

(iv) 40 Amp Contactor, Single Phase - 1 no.

1nos 1 1 1 1 1 1

(v) 40 Amp. MCB with ELCB (100 mA sensitivity)- 3 nos.

(vi) 230V, 63A, 10 kA, Single Phase Neutral (SPN) Bus Bars

(R, Y, B) - 3 nos.

(vii) Outgoing 10A, SP MCB - 8 nos.

(viii) Outgoing 20A, SP MCB - 4 nos.

(ix) Danger Board - 1 no. with complete wiring with 10sq.mm

/ 4sq.mm / 2.5sq.mm copper wire as per direction of the

Engineer- in- charge.

ZE14.16

Supplying and laying of following size DWC HDPE pipe ISI

marked along with all accessories like socket, bend, couplers

etc. conforming to IS 14930, Part II complete with fitting and

cutting, jointing etc. in the existing trench, complete as

required.ZE14.16.1 63 mm dia (OD-63 mm & ID-51 mm nominal) meter 520 560 480 400 560 240 440

E999.99.99V03.0

0

Supply, installation, testing and commissioning of following

energy efficient lighting fixtures and connecting to wiring

junction box/marshalling box complete with lamps and

necessary control gear including supply of all connected

materials like flexible conduit, clamps, supports, chains,

anchor fastners, bolts, nuts and washers etc. as required,

including supply and fixing of cable glands, lugs, including all

labour and materials, as per approved drawings, data sheet

for lighting fixture schedule, specifications of this tender and

directions of Engineer-in-Charge.

E999.99.99V03.0

1

Post Top Lantern (40 W LED decorative post (Mapple of

Crompton Greaves (eg. LPTO-40-CDL) or equivalent) top of

IP-65, housing pressure dicast, surge protection of 5 kV,

outer dia. More than 50 mm. clear defuser, 50000 buring

hours.

nos. 26 28 24 20 28 12 22

Total

1nos 1 1 1 1 1 1

Section-V: Scope of the Work Sl.No....

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