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-1021

2.Scope of Work (Electrical): A852-BSR-16-50-DTCN-2021

3.Technical Specification: A852-BSR-81-41-JS-1021

4.Drawings

5.Park wise BOQ

SCOPE OF WORKS & SUPPLY Construction of Parks in

Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-SOW-1021 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/21)

OWNER : BHUBANESWAR MUNICIPAL CORPORATION

PROJECT : CONSTRUCTION OF PARKS (5 nos) IN BHUBANESWAR

(AMRUT/OD/BHUBANESWAR/PR/21)

1. Park at Prashanti Vihar LP 189 2. Park at Prashanti Vihar LP 560 3. Park near Plot No. VIM 95 at Sailashree Vihar 4. Park near Plot No. VIM 162 at Sailashree Vihar 5. Park near Plot No. VIM 242 at Sailashree Vihar

SCOPE OF WORKS & SUPPLY Construction of Parks in BHUBANESWAR Odisha

DOCUMENT No.

A852-BSR-81-41-SOW-1021 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 Prashanti Vihar LP 189

2. Park at Prashanti Vihar LP 560

3. Park near Plot No. VIM 95 at Sailashree Vihar



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

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.


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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.

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,


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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-2021

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 Prashanti Vihar LP 189 A852-BSR-81-41-12071

2 Layout of Park at Prashanti Vihar LP 560 A852-BSR-81-41-12074

3 Layout of Park near Plot No. VIM 95 at Sailashree Vihar

A852-BSR-81-41-12077


A852-BSR-81-41-12080


A852-BSR-81-41-12083

6 Combine BOQ along with individual park BOQ

4.4 Park wise BOQ

SCOPE OF WORK (ELECTRICAL)

FOR DEVELOPMENT OF PARKS AT BHUBANESWAR CLUSTER-1

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


(AMRUT/OD/BHUBANESWAR/PR/21)

(2017-2018)

PROJECT : DEVELOPMENT OF PARK AT

BHUBANESWAR (PR-21) OWNER : HOUSING & URBAN DEVELOPMENT DEPARTMENT, GOVT. OF ODISHA CONSULTANT : ENGINEERS INDIA LIMITED JOB NO. : A852

0 27.03.2017 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-21). 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 Prasanti Vihar (LP-560)

Development of park at Prasanti Vihar (LP-189)

Development of Park at Sailashree Vihar (VIM-95)



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.

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.



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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.

(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



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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-1021 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 (5 Nos.) in Bhubaneswar (AMRUT/OD/BHUBANESWAR/PR/21)

OWNER : BHUBANESWAR MUNICIPAL CORPORATION

PROJECT : CONSTRUCTION OF PARKS (5 nos) IN BHUBANESWAR (AMRUT/OD/BHUBANESWAR/PR/21)

1. Park at Prashanti Vihar LP 189 2. Park at Prashanti Vihar LP 560 3. Park near Plot No. VIM 95 at Sailashree Vihar 4. Park near Plot No. VIM 162 at Sailashree Vihar 5. Park near Plot No. VIM 242 at Sailashree Vihar

Technical Specifications Construction of Parks in

Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1021 Rev 0

Page 2 of 6


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.

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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-1021 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. All foundation, 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:

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.


Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1021 Rev 0

Page 5 of 6


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)

4 Necessary testing of samples shall be done in Government or Government

designated/ NABL (Nation Accreditation Board for testing and calibration

laboratories) accredited Laboratories and during factory visits. The cost of


Bhubaneswar Odisha

DOCUMENT No.

A852-BSR-81-41-JS-1021 Rev 0

Page 6 of 6


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 rectification of the

defects, not exceeding 15 days from the date of notice, failing which Rejection

Notes shall be issued to enable the CLIENT to proceed with 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.

1500MM WIDE PATHWAY

1500MM WIDE PATHWAY

ENT.

ENT.

ENTRANCEGATE

ENTRANCE GATE

SHEDDEDSITTING

GROUND COVERINTERLOCKING PAVERS 200MM WIDE

55000

2000

0

37500 2500

1550

010

0010

0025

00

HAND OPERATED WELL

BOUNDARY WALL

INTERLOCKING PAVERS (TYP.)

SCULPTURE-1

ENTRANCE AREA

LAWN

LAWN

LAWN

GUARDROOM TOILET

SIT OUT

10000 5000

MOUND

BOUNDARYWALL

LAWN

1500

MM

WID

E PA

THW

AY

1500

MM

WID

E PA

THW

AY

OPEN GYM AREA

Push UpChestPress

AerialStroller

DoubleBar

FRP Swing

Plain Slide

Merry goround

See-saw

CHILDREN'SPLAY AREA

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

50 MM SAND FILLING

SUB BASE

Lawn Lvl.+99.95

Entrance/Pedestrian Lvl.+100.00

INTERLOCKING PAVERS AS/SPECSKERB STONE

SWEET EARTHSELECTION 1 GRASS150

150

AS/DRAWING

RAMMED EARTH


Ground Cover Lvl.+99.95

RAMMED EARTH

SWEET EARTH

GROUND COVER

INTERLOCKING PAVINGBANDS 200MM WITH MORTARPaving

Bands+100.00

Lawn Lvl.+99.95

SELECTION 1 GRASS

SWEET EARTH

ORNAMENTAL PLANTS

S

L

O

P

E

1

:

3

S

L

O

P

E

1

:

3

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IN

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

REFERENCE DRAWING TITLEREF. DWG. NO.

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

APPDCHKDREVISIONSDATE BY

DESCRIPTIONTAGS.NO.

1.

2.

GRASS

Dustbins

LEGEND

3.

4.

5.

6.

7.

8.

9.

Trees

Shrubs & Hedge Plants

Ornamental Trees

Edge Plants

10.

11.

12.

Ground cover Type 'I'

Ground cover Type 'II'

Ground cover Type 'III'

Ground cover Type 'IV'

Single Bench

Bench

LANDSCAPE LAYOUT PLAN

(SCALE:- 1:100)

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

10

10

DUSTBIN 08

-

(AMRUT/OD/BHUBANESHWAR/PR/21)

PRASHANTI VIHAR LP-189


BHUBANESHWAR MUNICIPAL CORPORATION

(DEVELOPMENT OF PARKS UNDER AMRUT)


& DETAILS

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.

TOTAL PARK AREA

GREEN AREA

1093.75 SQ. M.

867.94 SQ. M.

LENGTH OF PROPOSED PATHWAY

1.

2.

3.

DESCRIPTIONS.NO.

116.09 M.

13.

01

01

01

9.

10.

11.

PUSHUP BAR

AERIAL STOLLER

CHEST PRESS

Existing Trees

N

TYPICAL SECTION OF JOGGING TRACK/PATHWAY WITH INTERLOCKING BLOCK

(SCALE:- 1:10)

TYPICAL SECTION OF MOUND WITH SCUPTURE

(SCALE:- 1:15)

TYPICAL SECTION THROUGH PAVING BANDS & GROUND COVER

(SCALE:- 1:10)

A852-BSR-81-41-12072 DEMARCATION PLAN & DETAILS

30000

38

00

0

16000

4

0

0

0

0

4000

30

00

300010001000 7000

30

00

3000

OPEN GYM AREA

ENT.

POCKET ENTRANCE GATE

Push Up

ChestPress

AerialStroller

DoubleBar

CHILDREN'SPLAY AREA

FRP Swing

Plain SlideSee-saw

Merry goround

1500

MM

WID

E PA

THW

AY

1500

MM

WID

E PA

THW

AY

1500MM WIDE PATHWAY

TOILET GUARDROOM

ENTRANCEAREA

1500

MM

WID

E PA

THW

AY

1500MM WIDE PATHWAY

Walker

13000

3660

10340

LAWN

ENT.

35

00

0

ENTRANCE GATEINTERLOCKING PAVERS (TYP.)BOUNDARY WALL

SHADEDSITTINGAREA

LAWN

LAWN

LAWN

HAND OPERATED WELL

SCULPTURE-1

EXISTINGBIG TREE


50 MM SAND FILLING

SUB BASE

TYPICAL SECTION OF JOGGING TRACK/

Lawn Lvl.+99.95

Entrance/Pedestrian Lvl.+100.00

INTERLOCKING PAVERS AS/SPECSKERB STONE

SWEET EARTHSELECTION 1 GRASS150

150

AS/ DRAWING

RAMMED EARTH


(SCALE:- 1:100)

-

Th

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.

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


161521


1615

AB

C

D

E

F

G

H

I

J

K

L

M

N

O

P

1


(A Govt. of India Undertaking)



LANDSCAPE LAYOUT

PLAN

N

AB

C

D

E

F

G

H

I

J

K

L

M

N

O

P

NOTES :-


















AROUND THE PARK.




PRASHANTI VIHAR

LP-560

DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.

Shrubs & Hedge Plants (Proposed)

Ornamental Trees (Proposed)

Trees (Proposed)

10.





I

Edge Plants (Proposed)

11.

Trees (Existing)

12.

TOTAL PARK AREA

GREEN AREA

851.69 SQ.M.

665.33 SQ.M.

1.

2.

3.

DESCRIPTIONS.NO.

93.25 M. LENGTH OF PROPOSED PATHWAY

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

15

12

DUSTBIN 08

01

01

01

9.

10.

11.

PUSHUP BAR

AERIAL STOLLER

CHEST PRESS

12.

01WALKER

TYPICAL SECTION OF JOGGING TRACK/PATHWAY WITH INTERLOCKING BLOCK

(SCALE:- 1:10)

EXISTING POCKETENTRANCE GATE

FRP Swing

Plain Slide

See-saw Merry goround

Scrambler

Push Up

ChestPress

AerialStroller

DoubleBar

WalkerShoulderExerciser

ShoulderTwirl

BAD MINTTONCOURT EXISTING

OPEN GYM AREA

CHILDREN'SPLAY AREA

LAWN

PROPOSEDGUARDROOM

PRO

POSE

DTO

ILET

EXISTINGBIG TREE

EXISTING 1500MM WIDE PATHWAY

WIDE PATH

WAY

1500MM

EXISTING

EXIS

TING

150

0MM

WID

E PA

THW

AY



EXISTING 1500MMW

IDE PATHWAY

EXIS

TING

150

0MM

WID

E PA

THW

AY

LAWN

ENTRANCEAREA

ENTRANCEAREA

ENTRANCEAREA

ENTRANCEAREA

ENTRANCE GATEEXISTING

ENT.

ENT.

ENT.

ENT.

22000 3000 9000

14

25

0

15

75

01

00

01

74

80

2425010008750

18

75

01

00

0




(SCALE:- 1:100)

-95


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. T

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.

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


161521


1615

AB

C

D

E

F

G

H

I

J

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N

O

P

1





LANDSCAPE LAYOUT

PLAN

AB

C

D

E

F

G

H

I

J

K

L

M

N

O

P

NOTES :-


















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.

SAILASHREE VIHAR VIM 95


DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.



Trees (Proposed)

10.





I


11.

Trees (Existing)

1.

DESCRIPTIONS.NO.

195.00 M. LENGTH OF EXISTING PATHWAY

DESCRIPTIONTAGS.NO.

1.

2.

WAVE SLIDE

MERRY GO ROUND

3.

4.

5.

LIST OF EQUIPMENTS

NUMBER

02

FRP SWING

DOUBLE BAR6.

SEA SAW

7.

8.

SINGLE BENCH

BENCH

01

01

01

01

10

12

DUSTBIN 09

01

01

019.

10.

11.

PUSHUP BAR

AERIAL STOLLER

CHEST PRESS

01

01

01

01SCRAMBLER

SHOULDER TWIRL

SHOULDER EXERCISE

WALKER

12.

13.

14.

15.

TOTAL PARK AREA

GREEN AREA

1156.00 SQ.M.

766.00 SQ.M.2.

3.

31000

43000

EXIS

TING

150

0MM

WID

E PA

THW

AY

EXIS

TING

150

0MM

WID

E PA

THW

AY

EXIS

TING

150

0MM

WID

E PA

THW

AY

EXIS

TING

150

0MM

WID

E PA

THW

AY



EXISTING POCKET ENTRANCEGATE

ENT.

BOUNDARY WALL



EXISTINGBIG TREE

PROPOSEDGUARDROOM

PROPOSEDTOILET

ENTRANCEAREA

EXISTING POCKET ENTRANCEGATE

BADMINTONCOURT7 M X 14 M

OPEN GYM AREA

Push Up

ChestPress

AerialStroller

DoubleBar

CHILDREN'SPLAY AREA

FRP Swing

Plain Slide

See-saw

Merry goround

Walker

LAWN

Scrambler

ShoulderExerciser

ShoulderTwirl

LAWN

LAWN

LAWN


(SCALE:- 1:100)

-


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. T

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at

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te

nd

ed

u

se

.

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


161521


1615

AB

C

D

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F

G

H

I

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O

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1





LANDSCAPE LAYOUT

PLAN

AB

C

D

E

F

G

H

I

J

K

L

M

N

O

P

NOTES :-


















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.

SAILASHREE VIHAR VIM-162


DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.



Trees (Proposed)

10.





I


11.

Trees (Existing)

DESCRIPTIONTAGS.NO.

1.

2.

WAVE SLIDE

MERRY GO ROUND

3.

4.

5.

LIST OF EQUIPMENTS

NUMBER

02

FRP SWING

DOUBLE BAR6.

SEA SAW

7.

8.

SINGLE BENCH

BENCH

01

01

01

01

10

12

DUSTBIN12

01

01

019.

10.

11.

PUSHUP BAR

AERIAL STOLLER

CHEST PRESS

01

01

01

01SCRAMBLER

SHOULDER TWIRL

SHOULDER EXERCISE

WALKER

12.

13.

14.

15.

1.

DESCRIPTIONS.NO.

198.00 M. LENGTH OF EXISTING PATHWAY

TOTAL PARK AREA

GREEN AREA

1133.00 SQ.M.

918.00 SQ.M.2.

3.

36500

36

00

0

FRP Swing

PlainSlide

See-saw

Merry goround

CHILDREN'SPLAY AREA

OPENGYMAREA

Push Up

ChestPress

AerialStroller

DoubleBar

ENT.

ENT.

LAWN

LAWN

LAWN LAWN

LAWNLAWN

LAWN

SHADEDSITTING

1500

MM

WID

E PA

THW

AY

1500

MM

WID

E PA

THW

AY

1500MM WIDE PATHWAY

1200MM WIDE PATHWAY1200MM WIDE PATHWAY

1500MM WIDE PATHWAY

ENTRANCEAREA

ENTRANCEAREA

SIT OUTPLAZA

GUARDROOM

TOILET

GROUND COVERINTERLOCKING PAVERBAND 200 MM WIDE

INTERLOCKING PAVERS (TYP.)ENTRANCE GATE

ENTRANCE GATE

INTERLOCKING PAVERS (TYP.)BOUNDARY WALL


(SCALE:- 1:100)

-242


Th

e d

ra

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esig

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nd

d

eta

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ive

n o

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is fo

rm

at a

re

th

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f E

NG

IN

EE

RS

IN

DIA

L

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IT

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. T

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o

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we

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AB

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LANDSCAPE LAYOUT

PLAN

AB

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NOTES :-


















AROUND THE PARK.




SAILASHREE VIHAR VIM 242


DESCRIPTIONTAGS.NO.

1.

2.

Grass

LEGEND

Bench

3.

4.

5.

6.

7.

8.

9.



Trees (Proposed)

10.





I


11.

Trees (Existing)

1.

DESCRIPTIONS.NO.

1314.00 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

16

18

DUSTBIN 08

01

01

01

9.

10.

11.

PUSHUP BAR

AERIAL STOLLER

CHEST PRESS

2. 1045.00 SQ.M.GREEN AREA

3. 144.00 M.LENGTH OF PROPOSED PATHWAY

Sl. No. Item code Item Unit

Prashanti Vihar LP-

189

Prashanti Vihar LP-

560

Sailashree Vihar

VIM-95

Sailashree Vihar

VIM-162

Sailashree Vihar

VIM-242

I CIVIL WORKS 3

B001.01.01

Earthwork in excavation for foundation in all kinds of soil (including stonyearth and gravels mixed with stone & boulder) but excluding soft rock,hard rock & slushy soil upto 1.5m depth including leveling, dressing andconsolidating the excavated surface, sorting of excavated earth intoserviciable & unserviciable material, stacking of serviceable material withina lead of 50m and disposal of unservicable material as directed byEngineer In-Charge including supplying of all material, labour, tools andplants, etc. all completeas per specification and direction of Engineer In-Charge.

CUM 107.67 93.51 24.20 24.20 128.23DSR_4.1.8 Providing and laying plain cement concrete of proportion (1:4:8) in

foundation and floors using 4 cm. size black hard crusher broken granitestone metal and screened and washed sharp sand for mortar of approvedquality and from approved quarry including hoisting, lowering, layingconcrete, ramming, watering and curing etc. complete to required levelslaid in layers not exceeding 15 cm. thick in each layer including cost,conveyance, royalties, taxes of all materials and cost of all labours, T&Petc complete as per the direction of the Engineer-in-charge.

CUM 29.774 24.311 0.792 0.792 36.195

3DSR_4.3.1 Centering and shuttering including strutting, propping etc. and removal of

form work for : Foundations, footings, bases for columns

SQM 53.24 42.63 5.28 5.28 67.83

4DSR_4.6.1 Providing and laying precast C.C. Kerb stones in 1 : 2 : 4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) completeincluding setting in position.

CUM 8.57 7.16 10.33

5 B001.02.01

Filling in foundation, etc. with excavated soil / available earth (excludingrock) for depositing in layers not exceeding 200mm in depth, consolidatingeach deposited layer by ramming and watering including lead upto 50mand lift upto 4.5m, including compaction by manual method or mechanicalcompactors to achieve 90% Standard Proctor density etc. all complete asper specification and direction of Engineer In-Charge

CUM 39.22 37.64 17.36 17.36 49.29

6 DSR 16.5

Laying water bound macadam sub-base with brick aggregate and blindingmaterial, earth etc. including screening, sorting and spreading to templateand consolidation with light power road-roller etc. complete.(payment forbrick aggregate and moorum etc. to be made separately)

16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mmCUM 16.30 13.46 18.78

7 B008.02.01

R.C.C. work of M-30 grade having minimum compressive strength in worktest of 300 Kg/Cm2 at 28 days using 20 mm and down graded size blackhard crusher broken granite stone chips of approved quality and fromapproved quarry including hoisting lowering and laying concrete andcompacting by using vibrators watering, curing for 28 days, centring &shuttering and finishing the exposed surface smooth providing grooves orbeads where necessary in all floors including four number of Hot DipGalvanised foundation bolt (M24 X 500 Long) with nuts,washer,base plate200 X 200 X 12 mm thick and providing PVC pipe for cable entry includingcost, conveyance, royalties and taxes of all materials , cost of all labourwith cost ofall T&P required for the work etc. complete in all respect but excludingcost and conveyance of M.S. rods or steel & binding wires and labourcharges for strengthening, cutting, bending grills and placing in properposition.

Electric poles CUM 3.85 3.30 6.05 6.05 4.68

8

R.C.C. work of M-30 grade having minimum compressive strength in work

test of 300 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centering & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.

A Below plinth CUM 5.22 5.22 5.22B Above plinth CUM 5.32 5.32 5.32

QTY

Detail estimate for the work, "Development of Parks in Bhubaneswar - Package 2 (AMRUT/OD/BHUBANESWAR/PR/21)"

1

2

9 B008.03.01

Straightening cutting, bending bent up of M.S. rods / Tor steels, includingcranking, 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 includingcost, conveyance and taxes of M.S. rods or tor steel and binding wires of18 to 20 gauge and cost of all labour with all T&P required for the worketc.

QNTL. 14.39 13.84 6.05 6.05 15.22

10Modified of DSR_15.6

Carriage of Excavated earth by mechanical means with in 5 km leadincluding loading and unloading with all cost conveyance T & P sundriesetc complete as per direction of Engineer- in-charge.

CUM 68.45 55.87 6.84 6.84 78.94

11

B001.02.08 Filling the mound (Maximum height 1.5 m) with available excavated earthin 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 ofE-I-C

CUM 23.68

12

ZC 16.68 Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laid inrequired colour and pattern over and including 50mm thick compacted bedof coarse sand, filling the joints with fine sand etc. all complete as per thedirection of Engineer-in-charge.

SQM 217.82 162.91 263.23

13ZC 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 343.40 301.40 294.00 315.00 343.4014 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 87.00 74.48 80.80 85.80 85.0515 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

16 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 3.74 5.54

17 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 cementmortar 1 : 4 (1 cement : 4 coarse sand) :

ZC11.26.1 25 mm thick SQM 9.00 9.00 9.0018 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 19.40 19.40

19 ZC13.1 15 mm cement plaster of mix :ZC13.1.1 1:4 (1 cement: 4 fine sand) SQM 30.20 30.20 30.20

20 ZC13.16 6 mm cement plaster of mix :ZC13.16.1 1:3 (1 cement : 3 fine sand) SQM 19.40 19.40 19.40

21

S002.17.08

Providing and laying PLAIN CEMENT CONCRETE for all depths belowand upto plinth level in foundations,drains, fillings, non-suspended floors,pavements & ramps or any other works etc. including shuttering, tamping,ramming, vibrating, curing, etc. all as specified in any shape,position, thickness and finishing the top surface rough or smooth asspecified and directed all complete for concrete grade M20 with 20mm anddown size graded crushed stone aggaregates/Gravels.ALL MATERIALSINCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

CUM 14.70 14.70

22 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 23.40 24.00ZC11.20.3 Dark shade pigment using ordinary cement SQM 35.10 36.00

23 B009.01.02 Fly Ash bricks (25x12x8)cm size having crushing strength 100kg/cm2to149kg/cm2 in cement mortar (1:6) after immersing the bricks for sixhours in water before use including splays, cutting, circular moulding,corbelling, champhering and similar such type of works, scaffolding,watering, curing, including cost, conveyances, royalties, taxes of allmaterials and cost of all labour with T&P required for the work etc.complete as per specification & direction of Engineer-in-charge:Superstructure of Boundary Wall and Heritage Building

CUM 4.58

II DSR ZC 23.00 Landscaping and Horticulture works

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 522.00 402.00 550.80 630.00

ZC 23.2Supplying 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 348.00 268.00 367.20 420.00

ZC 23.3Supplying 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 130.50 100.50 137.70 157.50

ZC 23.4Supplying 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 26.10 20.10 5.75 27.54 31.50ZC 23.4.2 Screened through sieve of I.S. designation 16 mm cum 26.10 20.10 5.75 27.54 31.50ZC 23.4.3 Screened through sieve of I.S. designation 4.75 mm cum 26.10 20.10 27.54 31.50ZC 23.5 Rough dressing the trenched ground including breaking clods. sqm 870.00 670.00 918.00 1050.00

ZC 23.6Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

sqm 870.00 670.00 918.00 1050.00

ZC 23.7 Fine dressing of the ground sqm 870.00 670.00 918.00 1050.00

ZC 23.8Spreading 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 556.80 428.80 122.56 587.52 672.00

ZC 23.9Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.

cum 556.80 428.80 587.52 672.00

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 870.00 670.00 191.50 918.00 1050.00A013.05.00 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, Pterospermumacerifolium (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¿schoice] of approx. height 2500mm

nos. 30.00 30.00 10.00 10.00 50.00

(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 ofmaintenance 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.

A013.06.00 Providing and transplanting best quality SHRUBS AND HEDGES species[Allamanda schotii, Bauhinia tomentosa, Caesalpinia pulcherrima, Calliandrahaematocephala, 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 around the roots, packing the soil tight around the plant and 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 suppliers specifications, flooding with water, dressing including removal of rubbish and surplus earth if any with all leads and lifts etc, all complete. All shrubs 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 150.00 130.00 50.00 50.00 150.00

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 200.00 150.00 150.00 200.00 250.00

A013.07.00 Planting best quality pot-grown healthy GROUNDCOVER species [Alternanthera green, Alternanthera red, Alternanthera variegated, Asparagusmyeri (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 oneyear after planting including rectification/ replacement of any damaged work or plant, watering at required frequency, providing and laying manure asrequired etc. all complete.

NOS 80.00 50.00 150.00

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 earthballs 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 10.00 10.00 100.00

III Children plaing equipments.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

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 ) 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, nuts & bolts, fittings etc. all complete.

Each 1 1 1 1 1

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 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, nuts & bolts, fittings etc. all complete.

Each 1 1 1 1 1

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

Each 1 1 1 1 1

A017.00.05 Providing and fixing in position Sunset Scrambler (hemispherical structure) of approved design and make of minimum Area 3.5m X3.5m (Safe play Area minimum 4.5mX4.5m) consisting of 1. STRUCTURAL FRAME PIPES (15NB CRC pipes with pressed ends fixed together with 150Dia. 4mm thick GI plate.2. SIDE SUPPORT PIPE(750mm long of 25NB GI Pipe.)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, nuts & bolts, fittings etc. all complete.

Each 1 1

IV OUTDOOR FITNESS EQUIPMENTSA017.00.07 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.) 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, nuts & bolts, fittings etc. all complete.

Each 1 1 1 1 1

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 capsThis item includes fixing each supporting leg / anchoring arm of gym equipment with foundation angle/base angle/ base plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.30 x 0.30 x 0.6 m size excavation for concrete blockpit, curing, nuts & bolts, fittings etc. all complete.

Each 1 1 1 1 1

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.This item includes fixing each supporting leg / anchoring arm of gyme quipment with foundation angle/base angle/ base plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.30 x 0.30 x 0.6 m size excavation for concrete blockpit, curing, nuts &bolts, fittings etc. all complete.

EACH 1 1 1 1 1

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.This item includes fixing each supporting leg / anchoring arm of gym equipment with foundation angle/base angle/ base plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.30 x 0.30 x 0.6 m size excavation for concrete blockpit, curing, nuts & bolts, fittings etc. all complete.

EACH 1 1 1 1 1

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.)This item includes fixing each supporting leg / anchoring arm of gym equipment with foundation angle/base angle/ base plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.30 x 0.30 x 0.6 m size excavation for concrete blockpit, curing, nut bolts, fittings etc. all complete.

Each 1 1 1 1 1

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.)4. All open ends of pipe been closed by GI / HDPE caps.This item includes fixing each supporting leg / anchoring arm of gym equipment with foundation angle/base angle/ base plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.30 x 0.30 x 0.6 m size excavation for concrete blockpit, curing, nuts & bolts, fittings etc. all complete.

EACH 1 1

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)6. All open ends of pipe been closed by GI / HDPE caps.This item includes fixing each supporting leg / anchoring arm of gym equipment with foundation angle/base angle/ base plate/tor rod etc. in 1:1.5:3 grade concrete block of 0.30 x 0.30 x 0.6 m size excavation for concrete blockpit, curing, nuts & bolts, fittings etc. all complete

Each 1 1 1

V GARDEN BENCH /SITTING/DUST BINNEW ITEM Supplying the following Making Garden equipments inlcuidng fixing at

work site etc. complete as per direction of EIC.4 Seater Concrete Chair Each 3 4 4 4 61 Seater Concrete Chair Each 10 15 10 10 16

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 9 10 10 10 14

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 9 9 10 13 9

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 2 2 2

VI ELECTRICALZE1.10 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

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 2ZE1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 4 4 4 4 4ZE1.21 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 5ZE1.24 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 2ZE1.24.3 15/16 amp switch Each 1 1 1 1 1ZE1.24.4 3 pin 5/6 amp socket outlet Each 2 2 2 2 2ZE1.24.5 6 pin 15/16 amp socket outlet Each 1 1 1 1 1ZE1.26 Supplying and fixing modular blanking plate on the existing modular plate

& switch box excluding modular plate as required.Each 1 1 1 1 1

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 1ZE1.27.5 8 Module (125mm X 125mm) Each 1 1 1 1 1ZE2.21 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

ZE4.0 CABLE TRAYSZE4.1 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 1ZE4.1.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 1 1 1 1 1ZE5.0 EARTHINGZE5.2 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

ZE6.0 LIGHTNING CONDUCTORZE6.7 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

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

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

ZE6.14 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.

Metre 5 5 5 5 5

ZE7.0 MV CABLE LAYINGZE7.5 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 320 280 560 520 380ZE9.0 MV CABLE JOINTING & END TERMINATIONZE9.1 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 32 28 56 52 38ZE9.1.24 3.5C X 95 sq. mm (45mm) Each 2 2 2 2 2ZE11.0 POLE ERECTIONZE11.6 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 1ZE.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 72 63 126 117 85.5

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 2ZE14.13.3 100 mm dia Metre 1 1 1 1 1B207.00.00 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.

B207.05.05 3 C x 6 sq. mm m 320 280 560 520 380

B207.05.30 3.5 C x 95 sq. mm m 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 32 28 56 52 38

E113.00.00 SAFETY EQUIPMENTE113.01.00 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 1E113.01.05 9 kg capacity CO2 type fire extinguishers. NOS 1 1 1 1 1E113.01.06 Sand buckets with stand (Each with at least 3 sand buckets). NOS 1 1 1 1 1E113.01.08 Shock hazard charts - Laminated type Nos 1 1 1 1 1E302.06.00M 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 16 14 28 26 19

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

E999.00.00 MiscellaneousE999.99.00 MiscellaneousE999.99.99 Miscellaneous Item

Supply and fixing of 3 Phase outdoor type Panel Board of aaproximatesize 4'-0" x 2'- 0" x 1'-0" (L x B x T) made of 16 SWG C.R sheet. The sameis 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 PanelBoard 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.(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) - 3nos.(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.

E999.99.99V02 Supply and installation of following diameter of HDPE pipe (with cable pulling wire/ nylon rope inside pipe for ease of cable pulling) in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of push-fits, stainless steel/aluminium/lead strip number tags, supply and fixing of GI saddles and saddle bars etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

E999.99.99V02.0 50 mm OD meter 320 280 560 520 380E999.99.99V03 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 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. 16 14 28 26 19

TOTAL AMOUNT

1 1 11

E999.99.99V01

nos 1

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