Request for Proposal (RfP) for Design, Engineering, Procurement and Construction of a Sanitary Landfill Facility (SLF) at Morbi including Comprehensive Operation & Maintenance for a Period of 6 Years

Volume IV: Price Bid Page

RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

SECTION 1: PRICE BID

1 Price Bid Format

(To be submitted online on n-procure portal only)

Name of the work: Request for Proposal (RfP) for Design, Engineering, Procurement and

Construction of a Sanitary Landfill Facility (SLF) at Morbi including Comprehensive Operation

& Maintenance for a Period of 6 Years

Sr. No. Work Bidder’s Quote (in INR)

(Excluding GST)

Part A: Capital Cost

Design, Engineering, Supply, Procurement,

Construction, installation, testing, commissioning

of complete Sanitary Landfill Facility (SLF)

Including but not limited to landfill Cell, liner

system, bund, roads, storm water drain, green

belt, retaining wall, boundary wall, fencing, gate,

admin building, fresh water tank, weighbridge

cabin, weight bridge foundation, engineering store,

1 leachate collection tank, material inspection shed,

vehicle repairing ramp, security cabin, leachate

collection well, pieziometric wells, mechanical work

including weigh bridge & automatic vehicle

washing system, electrical work, machinery &

vehicles for O&M, furniture, plumbing, firefighting,

environment clearance (EC), environment impact

assessment (EIA), consent to establish (CTE),

consent to operate (CTO) etc., as per the Tender

Part B: Operation and Maintenance

Comprehensive Operation and Maintenance

including all activities, services, manpower,

equipment, consumables, spares, monitoring, and

2 reporting necessary to ensure continuous, safe,

and compliant operation of the SLF in accordance

with the Tender conditions, Environmental

Clearance, Consents, and Applicable Laws.

8 Total Amount (INR) without GST

8 Total Amount (INR) without GST

Volume IV: Price Bid Page

RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

2 Important instructions (Price Bid)

a) The Bidder shall quote a single consolidated Lump-Sum price for the entire EPC scope

covering Design, Engineering, Procurement, Construction, Testing and

Commissioning of the SLF. The EPC Lump-Sum Price shall be inclusive of all costs,

including but not limited to:

 Surveys, investigations, detailed engineering and drawings

 Environmental Clearance and all statutory approvals

 Civil, electrical, mechanical and instrumentation works

 Supply and installation of liner systems, leachate systems, gas management,

roads, buildings and utilities

 Labour, plant & machinery, temporary works, testing, commissioning

 Insurance, royalties, duties, fees, and compliance with Applicable Laws

b) Operation & Maintenance (O&M) for 6 years shall be quoted separately, on a lump-

sum / annual basis.

c) For evaluation purposes, the Employer shall compute a Derived Percentage (% Above

/ Below / At Par) by comparing the quoted price with the Total Estimated Cost indicated

d) The Derived Percentage so calculated by the Employer shall be deemed final, binding

and contractually applicable, and shall be treated as equivalent to a percentage-rate

e) For the purpose of execution, measurement, interim payments, variations, and final

settlement, the contract rate for each BOQ item shall be deemed as:

Contract Item Rate = BOQ Estimated Rate × (1 ± Derived Percentage)

f) The Derived Percentage shall be uniformly applicable to all BOQ items, including all

additions, deletions, substituted items, excess or reduced quantities, and shall remain

firm and binding throughout the contract period.

g) Any variation, extra item, or substituted item shall be valued using the above-derived

contract rates or in accordance with the variation provisions of the Contract.

h) Prices shall be quoted exclusive of GST. Employer shall pay GST as per the

government norms and applicable rate from time to time.

i) No conditional or partial pricing shall be permitted.

j) The rates and prices shall be quoted entirely in Indian Currency.

k) Payments to the Contractor shall be released based on the project milestones defined

in the Volume-IV of the Tender document.

l) Payments to the Contractor shall be subject to applicable liquidated damages as

defined in the Volume-IV of the Tender document.

m) The prices shall be entered against each item in the price bid. The cost of work against

which Contractor has failed to enter the price shall be deemed to be covered by other

prices entered in the price bid.

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RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

n) General direction and descriptions of work and materials are not necessarily repeated

or summarized in the Price Bid. References to the relevant sections of the contract

documentation shall be made before entering prices against each item in the price bid.

Volume IV: Price Bid Page

RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

3 Payment Conditions

A. CONDITIONS FOR PAYMENT DURING EPC PHASE

A.1 Basis of Payment

 Payments during the EPC Phase, including the design, engineering, environmental

clearance, construction, testing, and commissioning stages, shall be made only on a

milestone basis, in accordance with the Payment Milestone Schedule forming part of

 Measurement-based running account (RA) bills shall not be applicable during the EPC

 The Payment stages during EPC phase shall be as following;

Table 1: Payment stages during EPC phase

Project Stage Payment Linked Description of Milestone Payment

Stage Project (% of

No. Milestone CAPEX)

Design and P-1 A2 to A6 - Submission of Project Execution Plan 1%

Engineering - Completion of Topographical,

Stage Geotechnical, and Hydrogeological

Investigations and submission of reports

- Preparation and submission of Landfill

Cell Design Calculations

- SLF Layout with landfill cell and

supporting infrastructure and Liner

System Drawings

- Preparation and submission of civil &

structure drawings for approval

- Preparation and submission of MEP

drawings for approval

Environmental P-2 B2 to B11 - Grant of EC 1%

Construction P-3 C2 & C3 - Site clearing, approach road, and 10%

Stage boundary fence

- Landfill Cell Excavation

P-4 C4 - Construction of Retaining wall 15%

P-5 C5 - Completion of landfill Cell including 30%

Composite Base line & Side Liner

System Installation, Leachate Collection

System & Gas Venting Infrastructure

P-6 C6 - Completion of Internal Roads, Storm 25%

water Drains, Admin building, toilet

block, water supply, waste water

disposal, water tanks, inspection shed,

leachate collection tank, weighbridge

cabin, and other Civil Infrastructure.

Volume IV: Price Bid Page

RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

P-7 C7, C8 - Completion of all Mechanical & 8%

and Electrical Installations including admin

C9 building plumbing and electric work

- Installation of Ancillary Facilities like

Weighbridge, Wheel Wash system,

leachate treatment facility, and Admin

building furniture

- Completion of plantation in green belt

- Testing, Commissioning & Performance

- Issuance of Provisional Acceptance

Certificate (PAC)

Procurement P-8 C10 - Bulldozer 10%

of O&M - Front end loader with backhoe

Vehicle and - Excavator

Machinery - Tractor

- Leachate tanker

A.2 Eligibility for Payment

 A milestone payment shall become eligible only upon:

o Full achievement of the corresponding milestone, as defined in the Tender;

o Submission of all mandatory deliverables and documents linked to that

milestone, including drawings, reports, test results, statutory approvals, and

compliance statements, as applicable;

o Certification of milestone completion by the Employer or its authorised

representative.

o Partial achievement of a milestone shall not entitle the Contractor to any

proportionate or interim payment unless expressly permitted in writing by the

A.3 Submission of Invoice

 The Contractor shall submit its invoice only after completion of the relevant milestone,

along with all supporting documents prescribed in the Tender conditions.

 Any payment application that is incomplete, incorrect, or not supported by required

documentation shall be liable to rejection and shall not be considered a valid payment

A.4 Retention, Deductions, and Recoveries

 All EPC phase payments shall be subject to:

o Deduction of retention money as specified in the Contract;

o Adjustment of liquidated damages, or recoverable amounts;

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RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

o Recovery of statutory dues or any other sums payable by the Contractor under

A.5 No Advance and No Interest

 No advance payment shall be payable

 No interest shall be payable on delayed payments, withheld amounts, or retention

A.6 Effect of Payment

 Release of any EPC phase payment shall not be deemed to constitute acceptance of

the Works, nor shall it relieve the Contractor of any of its obligations, responsibilities,

or liabilities under the Contract.

B. CONDITIONS FOR PAYMENT DURING OPERATION & MAINTENANCE (O&M)

B.1 Basis of Payment

 Payments during the Operation & Maintenance (O&M) Phase shall be made on a

monthly basis, in accordance with the O&M payment provisions specified in the

 The monthly O&M payment amount shall be derived by equally dividing the annual

amount for O&M payment.

 O&M payments shall be subject to compliance with Key Performance Indicators (KPIs)

and other operational requirements mentioned in the Tender documents.

B.2 Preconditions for O&M Payments

 Monthly O&M payments shall be released only upon:

o Continuous operation of the facility in accordance with the Tender conditions;

o Submission of monthly O&M performance reports, operational logs, and

environmental monitoring reports (as applicable) ;

o Certification by the Employer or its authorised representative confirming

satisfactory performance.

B.3 KPI-Linked Deductions

 O&M payments shall be subject to deductions for:

o Non-achievement of KPIs;

o Environmental, safety, or statutory non-compliance;

o Failure to maintain records, logs, or reporting systems.

 The method and quantum of such deductions shall be as specified in the Tender

document, and the Employer’s determination in this regard shall be final and binding,

subject to the dispute resolution mechanism.

B.4 Withholding of O&M Payments

 The Employer shall have the right to withhold, suspend, or reduce O&M payments in

Volume IV: Price Bid Page

RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

o Repeated or material non-performance;

o Failure to comply with statutory or regulatory requirements;

o Persistent EHS violations or unsafe operations.

o Such withholding shall not entitle the Contractor to any interest, compensation,

or extension of time.

B.5 No Escalation or Additional Payment

 Except as expressly provided in the Tender document, no escalation, variation, or

additional payment shall be admissible during the O&M Phase on account of increase

in costs, inefficiencies, or operational difficulties.

B.6 No Advance and No Interest

 No advance payment shall be payable

 No interest shall be payable on delayed payments, withheld amounts, or retention

B.7 Effect of O&M Payments

 Payment during the O&M Phase shall not relieve the Contractor of its obligations to

maintain the facility in accordance with the Contract, nor shall it prejudice the

Employer’s right to impose penalties, recover damages, or enforce contractual

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RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

4 Liquidated Damages

 Liquidated Damages (LD) shall be levied to compensate the Employer for losses and

inconveniences arising from delay, non-performance, or partial performance by the

Contractor in meeting contractual obligations.

 Levy of Liquidated Damages shall not relieve the Contractor of its obligation to

complete the Works, rectify defects, or comply with performance standards, nor shall

it prejudice any other rights or remedies available to the Employer under the Contract.

A. Liquidated Damages for Delay during EPC Phase

A.1 Liquidated Damages for Delay in Achievement of Milestones

i. If the Contractor fails to achieve any milestone specified in Appendix-1 (Project

Milestones) within the stipulated time, for reasons attributable to the Contractor, the

Employer shall be entitled to levy Liquidated Damages.

ii. The rate of Liquidated Damages for delay shall be as per the following table subject to

a maximum cap of 10% (Ten Percent) of the Total EPC Contract Price (i.e. capital

a) Liquidated Damage for delay in completion of milestones during Design and

Engineering Stage shall be Rs. 10,000.00 per week or part thereof

b) Liquidated Damage for delay in completion of milestones during Environmental

Clearance (EC) Stage shall be Rs. 10,000.00 per week or part thereof

c) Liquidated Damage for delay in completion of milestone during Construction

Stage shall be Rs. 25,000.00 per week or part thereof

iii. Liquidated Damages shall be calculated from the day immediately following the

scheduled milestone completion date up to the date the milestone is actually achieved

and certified by the Employer.

A.2 Liquidated Damages for Delay in Final Completion of Construction (whole work)

i. In case of delay in achieving Completion of Construction, Liquidated Damages shall

be levied at the rate 0.5% (Zero Point Five Percent) of the Total EPC Contract Price

(i.e. Capital cost) per week of delay, or part thereof, subject to a maximum cap of

10% (Ten Percent) of the Total EPC Contract Price.

ii. Delay beyond 90 (Ninety) days from the scheduled date of PAC issuance shall be

treated as material breach of contract, entitling the Employer to invoke additional

contractual remedies, including termination, encashment of Performance Security, and

blacklisting as per applicable rules.

iii. The “Liquidated Damages for Delay in Final Completion of Construction (whole work)”

shall be over and above the “Liquidated Damages for Delay in achievement of

A.3. Liquidated Damages for Delay in obtaining Environment Clearance

i. Delay in obtaining Environmental Clearance (EC), shall attract Liquidated Damages if

such delay is attributable to deficiencies, non-compliance, or inaction of the Contractor

or its appointed consultants. This LD shall applicable be over and above the Liquidated

Damages for Delay in Achievement of Milestones.

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RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

ii. Liquidated Damages for such delays shall be levied at Rs. 50,000.00 per week of

delay, subject to a maximum cap of 10% (Ten Percent) of the Total EPC Contract

Price (i.e. capital cost).

iii. No Liquidated Damages shall be levied where delay is demonstrably attributable solely

to statutory authorities, provided the Contractor has complied fully and timely with all

submission and follow-up requirements.

Note: The cumulative amount of LD during EPC phase, shall be subjected to maximum cap

of 10% (Ten Percent) of the Total EPC Contract Price (i.e. capital cost).

B. Performance-Linked Liquidated Damages (during O&M period)

i. During the six (6) year O&M period, failure to meet Performance Standards and KPIs

specified in Section-6 of the Vol-3 of the Tender document, shall attract Liquidated

Damages and/or deductions from monthly O&M payments.

ii. The Employer may levy deductions Rs.10,000.00 per instance up to the maximum

limit of 10% of the Monthly O&M Payment for each month of non-compliance.

iii. Notwithstanding the condition of maximum limit of 10% of the Monthly O&M Payment

for Performance-Linked LD, the Employer shall be authorized to levy higher deductions

or suspension of payment in case of serious or repeated violations.

C. Environmental and Safety Non-Compliance

i. Any violation of Environmental Clearance conditions, SWM Rules, 2016, or directions

of regulatory authorities attributable to the Contractor shall attract Liquidated Damages

in addition to any statutory penalties imposed by authorities.

ii. In case of incidents causing environmental damage, pollution, or serious safety

hazards, the Employer may levy Liquidated Damages, recover costs of remedial

measures, suspend operations, and/or terminate the Contract for default.

D. Recovery and Adjustment of Liquidated Damages

i. Liquidated Damages shall be recoverable by the Employer through adjustment against

milestone payments, deduction from O&M payments, encashment of Performance

Security, or any other lawful means available under the Contract.

ii. The Employer’s determination of Liquidated Damages shall be final and binding,

subject to the dispute resolution mechanism provided in the Contract.

E. Force Majeure and Exclusions

i. No Liquidated Damages shall be levied for delays or non-performance resulting from

events qualifying as Force Majeure, provided the Contractor complies with the notice

and mitigation requirements stipulated in the Conditions of Contract.

F. Cumulative Effect

i. Liquidated Damages under this Appendix shall be cumulative across phases but shall

not exceed the maximum caps specified herein.

ii. Levy of Liquidated Damages shall not limit the Employer’s right to claim actual

damages, invoke termination, or exercise any other contractual or statutory remedy in

cases of fraud, gross negligence, or willful default.

Volume IV: Price Bid Page

RfP for Construction and O&M of Sanitary Landfill Facility (SLF) at Morbi (2026)

SECTION 2: BILL OF QUANTITIES (BOQ)

5 Preamble to BOQ

a. The Schedule of Quantities (BOQ) forms an integral part of the tender documents and

has been prepared to define the indicative scope of work, facilitate bid preparation,

and establish the basis for contract rate derivation, valuation of variations, and contract

administration under the EPC Contract.

b. The BOQ indicates item-wise descriptions, units of measurement, quantities,

estimated rates, and estimated amounts based on preliminary designs, site

investigations, and applicable standards. The quantities shown are approximate and

may increase or decrease during execution without affecting the validity of the

c. The BOQ is not a schedule for direct pricing by the Bidder. Bidders shall not quote,

alter, substitute, or attach any item-wise rate, amount, or condition in the BOQ. Any

such attempt shall render the bid liable to rejection.

d. The Bidder shall quote only a single consolidated price in INR in the Price Bid

(Volume–IV), covering the entire scope of work as described in the tender documents,

irrespective of the quantities indicated in the BOQ.

e. For the purposes of evaluation, execution, measurement, variations, extra items,

substituted items, and final settlement, the lump sum price quoted by the Bidder in the

price bid shall be deemed to correspond to a uniform percentage (% Above / Below /

At Par) over the Total Estimated Cost of Works indicated in the BOQ, as calculated by

f. The Derived Percentage shall apply uniformly to all BOQ items, including but not

limited to excess or reduced quantities, additions, deletions, substituted items, and any

variations arising during execution.

g. Any item of work not expressly included in the BOQ but required for completion of the

Works in accordance with the Contract shall be deemed to be included in the quoted

EPC price, unless treated as a variation under the provisions of the Contract.

h. All works shall be executed strictly in accordance with the Scope of Work, Technical

Specifications, Drawings, applicable standards, statutory requirements, and directions

of the Engineer-in-Charge.

i. The BOQ shall be read in conjunction with the Instructions to Bidders (ITB), General

Conditions of Contract (GCC), Special Conditions of Contract (SCC), Employer’s

Requirements, Scope of Work, Technical Specifications, Drawings, and Price Bid.

Volume IV: Price Bid Page

Name of Work: Request for Proposal (RfP) for Design, Engineering, Procurement and Construction of a

Sanitary Landfill Facility (SLF) at Morbi including Comprehensive Operation & Maintenance for a Period

Recapitulation Sheet

Par A: Capital Expenditure (CAPEX)

Schedule Schedule Name MoC Size Amount (INR)

A01 Landfill Cell including Excavation, RCC As per drawing

Filling, Liner system, Bund, Roads,

Storm Water Drain Green Belt

A02 Retaning Wall, Boundary Wall, RCC As per drawing

A03 Admin Building RCC 21.8M x 5M

A04 Fresh Water UG Tank RCC 5.8 M x 5.8 M

A05 Weight Bridge Cabin RCC 3.46 M x 3.46M

A06 Weight Bridge Foundation RCC 32M x 3.8M

A07 Engineering Store RCC + STEEL 10.3M x 9.8M

A08 Leachat Collection Tank RCC 10.8M x 5.8M

A09 Material Inspection Shed RCC + PEB 16.9M x 26M

A10 Vehical Repairing Ramp RCC 26.5M x 3.2M

A11 Security Cabin RCC 3.46 M x 3.46M

A12 Leachet Collection Well RCC 6M dia x 12M d

A13 Pieziometric Wells (4 Nos.) RCC 30M deep each

A14 Mechanical Work including weigh - -

bridge & Automatic Vehcile Washing

A15 Electrical Work - -

A16 Machinery & Vehicles for O&M - -

A17 Miscellaneous (Admin building - -

furniture, plumbing, firefighting,

Design & Engineering Consutant, EC/

EIA Consultant)

Sub-total A : Estimated Capital Cost without GST

Part B: Operation and Maintenance Cost (OPEX)

Sn. Particulars Amount (INR)

Sub-total B : Estimated O&M Cost without GST

Total Estimated Project cost (Capex + Opex) (A+B)

SCHEDULE A01: LANDFILL CELL + ROAD + SWD + LEACHATE COLLECTION NETWORK

Abstracts Sheet

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A1.1 Construction of Landfill Cell including Excavation, Filling, Base & Side Liner, and Bund

A1.1.1 2.63 Cleaning and Clearing of the site of landfill area (Cell 1) devoid of shrubs and other vegetation, debris, Hectare 111229.58 112341.88

biomined materials, msw waste etc complete with all labour and manpower, tools and plants etc and

disposal of the waste at designated location within 5 km radius from the site or any lead at whichever

location as directed by engineer in charge and to the satisfaction of engineer incharge

A1.1.2 Excavation in earthwork and foundations in below depths for foundations of structures and retaining

wall, landfill side slopes and base, using JCB Earth movers and other required machinery, tools and

plants, labour etc including cutting all sorts of soils, hard murrum including rocky strata (with controlled

blasting or without blasting as per statutory authority permissions) (if any), as per line, level and

dimensions as shown in the drawings, including ramming, trimming, preparation of base and side

slopes, foundations as required in true shape, line and level, sorting out and stacking of the useful

material, utilizing all the material for filling required for area grading in base and sides of landfill cell and

surface dressing upto the required levels and disposal of excavated stuff within 500 m lead as directed

by engineer in-charge and to the satisfaction of engineer in charge.

A1.1.2 (a) 2946.06 Excavation from 0 - 1.5 m Cum 403.31 407.34

A1.1.2 (b) 7855.71 Excavation from 1.5 - 3.0 m Cum 426.86 431.13

A1.1.2 (c ) 10025.61 Excavation from 3.0 - 5.0 m Cum 450.40 454.90

A1.1.2 (d) 41885.49 Excavation for additional depth more than 5.0 m Cum 166.97 168.64

A1.1.3 35556.00 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations and Cum 263.56 266.20

consolidating the base of landfill site (compacted natural base layer) etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and watering.the bottom earth layer will be flat

rolled with heavy earth movers / flat rollers including sprinkling of water for making a uniform surface

base layer. The item is a consolidated inclusive of all material labour, machinery, surface dressing,

watering, ramming and levelling etc complete with disposing of surplus earth work within a vicinity of

m as directed by engineer in-charge and to the satisfaction of engineer in charge. The item includes

earth filling, back filling of voids of the excavated rock in the side slope with small size stones and soil

brought from outside upto any lead and site grading and dressing to prepare a smooth surface for

application of liners on the side slope.

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A1.1.4 Providing and laying clayey soil / ammended soil of required thickness for sides and base of landfill site

as clay layer, using available soil from excavation of the base of landfill site as well as from excavated

borrow pits brought from outside (in case of shortage) and mixing with sodium bentonite in proportion of

10% bentonite with soil (weight basis) to achieve the desired permeability of 1 x 10-7 cm/sec as per

CPCB norms, at the bottom of landfill and side slopes in layers of 150 mm thickness - three layers with

ramming and consolidation using flat rollers including all material, labour, tools & plants, equipments

and machinery etc. The clay layer will be compacted using heavy earth movers / flat rollers including

sprinkling of water to achieve 95% proctor density and achieving a permeability of 1 x 10-7cm/sec. The

filling and compaction will be done inclusive of all labour, machinery, watering, ramming and

consolidating etc with disposing of surplus clay / ammended soil within a vicinity of 1 km as per

drawings and as directed by engineer in-charge.

A1.1.4 (a) 4711.56 600 mm thickness of clayer layer with bentonite at base of landfill cell cu.m 2168.79 2190.48

A1.1.4 (b) 2599.90 300 mm thickness of clayer layer with bentonite at sides of landfill cell cu.m 2168.79 2190.48

A1.1.5 Procurement, Supply, Laying, Jointing and Installation Geo-synthetic Clay Liner (GCL) of 6 - 7 mm

thickness along the slopes and flat base surfaces of the landfill cell, conforming to the Specifications,

Drawings and directions of the Engineer-in-charge including laying and jointing, anchoring of Geo-

synthetic Clay Liner (GCL) at the ground level in the bund as specified in the drawing etc complete with

all lead and lifts including cost of Geo-synthetic Clay Liner (GCL), transportation to site, installation with

all labour, materials, tools and plants, jointing materials, all field lapping, Granule bonding, jointing,

excavation for the trenches for anchoring, refilling & compaction of the same, all necessary field /

laboratory tests, as per Standards, Specifications and as directed by the Engineer-in Charge and to the

satisfaction of engineer in charge and as per standard specifications.The physical, chemical and

mechanical properties of Geo-synthetic Clay Liner (GCL), to be procured shall meet / exceed the

Specifications of the Geo-synthetic Research Institute (GRI). The Specifications of GRI / GCL

Revision 4, dated 28.03.2016.

A1.1.5 (a) 7852.60 GCL Liner 6 - 7 mm thickness at base of landfill cell (including 10% addition for overlaps) sq.m 278.30 281.08

A1.1.5 (b) 10673.68 GCL Liner 6 - 7 mm thickness along all side slopes of landfill cell upto anchor trench in embankment sq.m 278.30 281.08

(including 10% addition for overlaps)

A1.1.6 Procurement, Supply, Laying, Jointing and Installation of 1500 micron (1.5 mm thick) virgin quality

HDPE liner (both sides textured surface) applied on the compacted clay layer (sides and base of

landfill, top cover layers) and anchored in the soil and on the concrete retaining wall as per drawings. It

shall be sealed and packed from both ends with the existing layers by employing combiwedge fusion

process. The over lapping between two HDPE sheets shall be minimum of 150 mm and the machine

welding shall produce two seams. THe lining material shall be of highest qualtiy high density

polyethylene resin entirely free of plasticizers or other filler materials with all labours, tools, tackles,

machineries and transportation. The material shall not contain more than 3% carbon black, antioxidants

and thermal stabilizers. It should comply all the physico chemical properties as specified i.e Tear

resistance, Puncture resistance, Tensile Strength at yield and break, carbon black content, density etc

as per specified IS standards. All the individual steels shall be tested accordingly. The measurement

shall be taken of teh covered area only and no overlaps will be considered. The entire item includes all

materials, labour tools and plants, materials and equipments, jointing of the HDPE sheets, testing for

leakages, certificate of test results, necessary use of bonding chemicals etc complete with all materials,

labour, tools, and equipment, as per drawings, technical specifications as directed by engineer in-charge

and to the satisfaction of engineer in charge. The physical, chemical and mechanical properties of

mm. thick HDPE Geomembrane, to be procured shall meet / exceed the Specifications of the

Geosynthetic Research Institute (GRI). The Specifications of GRI / GM 13, Revision 14, dated

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A1.1.6 (a) 7852.60 HDPE Liner 1.5 mm thickness (both sides textured) at base of landfill cell (including 10% addition for sq.m 478.50 483.29

A1.1.6 (b) 10673.68 HDPE Liner 1.5 mm thickness (both sides textured) along all side slopes of landfill cell upto anchor sq.m 478.50 483.29

trench in embankment (including 10% addition for overlaps)

A1.1.7 Providing and laying needle punched and mechanically bonded non-woven geotextile 1200 GSM of

type II indigeneously manufactured from high quality Propylene staple fibres on the prepared subgrade

above drainage media including cost of non-woven geotextile 1200 GSM, labour, all field lapping,

thermal bonding, jointing, excavation for the trenches for anchoring, refilling & compaction of the same,

all necessary field / laboratory tests, as per Standards, Specifications etc complete with all materials,

labour, tools, and equipment and as directed by the Engineer-in Charge and to the satisfaction of

engineer in charge. The physical, chemical and mechanical properties of non-woven geotextile

GSM, to be procured shall meet / exceed the Specifications of the Geo-synthetic Research Institute

(GRI). The Specifications of GRI / GT 13 (b), Revision 1, dated 19.12.2012.

A1.1.7 (a) 7852.60 1200 GSM Geo textile above HDPE liner and below the drainage layer (including 10% addition for sq.m 335.50 338.86

overlaps) at Base of landfill site

A1.1.7 (b) 7852.60 1200 GSM Geo textile above Drainage Layer of Sand (including 10% addition for overlaps) at Base of sq.m 335.50 338.86

A1.1.7 (c) 10673.68 1200 GSM Geo textile along side slopes over the liner upto anchor rench in the embankment sq.m 335.50 338.86

(including 10% addition for overlaps)

A1.1.8 2591.36 Supply, Providing and Laying 300mm thick Water Drainage Layer consisting of well graded course cu.m 606.53 612.60

sand brought from outside over Geotextile 1200 GSM. The spreading and light compaction can be

achieved by means of power roller to required finished thicknesses at the bottom of landfill base

including supply, transporation to site of works, loading and unloading of the materials, all labour,

materials required for placing and spreading, light compaction with equipments and machinery,

necessary testing, fuel oil, incidental and other operational charges etc. as per specifications in bid

documents complete as directed by engineer in charge and to the satisfaction of engineer in charge.

Add in sand layer 10% extra for covering the leachate trenches

A1.1.9 2355.78 Supply, Providing and Laying 100mm thick stone agrregate (6 - 10 mm) (Grit) brought from outside cu.m 517.07 522.24

over Non Woven Geotextile 1200 GSM above the drainage sand drainage layer. The spreading and light

compaction can be achieved by means of power roller to required finished thicknesses in the slopes as

well as top of landfill including supply, transporation to site of works, loading and unloading of the

materials, all labour, materials required for placing and spreading, compacting with equipments and

machinery, necessary testing, fuel oil, incidental and other operational charges etc.as per specifications

in bid documents complete as directed by engineer in charge and to the satisfaction of engineer in

A1.1.10 10673.68 Providing, supplying, and laying well-burnt clay bricks for brick pitching (Uncoursed Rubble Masonry Cum 2931.76 2961.08

with hard stone of approved quality in foundations and plinth in Cement Mortar 1:6 (1- cement : 6-coarse

sand including levelling up etc. complete + Extra over Item 7.6 for super structure above plinth level upto

floor two level) on side slopes over prepared and approved slope or horizontal surface, including

dressing of slope, leveling, arranging bricks with broader faces flat, filling voids/interstices with sand or

stone grit, compacting and finishing to the required lines and levels, and completing the work with all

materials, labour, tools, and equipment, as per drawings, technical specifications, and directions of the

Engineer-in-Charge and to the satisfaction of engineer in charge

A1.1.11 7025.76 Providing and filling large rubbles, boulders including hand packing and filling interstices with cu.m 1083.28 1094.11

quarry spalls behind abutments and in bund construction and between returns including all

materials brought from outside as approved by engineer in charge, including all tools and plants,

material and equipments, labour etc complete to the satisfaction of engineer in charge

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A1.2. Construction of RCC Road including internal road and approcah road; and Storm Water Drainage on periphery of Landfill cell; and Green belt

A1.2.1 2999.88 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 mm each over Cum 2800.00 2828.00

fully compacted subbase including stone packing hand-set with broader side flat, filling voids

/interstices with smaller size hand broken stones, binding layer of sand or stone grit including

compaction with 10 T power roller, complete as per requirements including all tools and plants,

equipments, material and labour etc complete as directed by engineer in charge and to the satisfaction

of engineer in charge

A1.2.2 821.97 Providing, laying, spreading and compacting Wet Mix Macadam (WMM) of approved crushed stone Cum 3500.00 3535.00

aggregates, graded as per MoRTH Specification Clause 406, mixed with water at Optimum Moisture

Content in a Wet Mix Plant, including loading, transportation, unloading, laying with paver / grader,

leveling, watering, rolling with suitable vibratory roller to achieve the required density, finished to true

line, level and camber, complete as per drawings and directions of Engineer-in-Charge and to the

satisfaction of engineer in charge, including all materials, labour, machinery and equipment, but

excluding cost of bitumen, if any.

A1.2.3 10832.90 Procurement, Supply, Laying, Jointing and Installation of 1500 micron (1.5 mm thick) virgin quality sq.m 478.50 483.29

HDPE liner (both sides textured surface) below the road layers and anchored in the soil and on

the concrete retaining wall as per drawings. It shall be sealed and packed from both ends with the

existing layers by employing combiwedge fusion process. The over lapping between two HDPE sheets

shall be minimum of 150 mm and the machine welding shall produce two seams. THe lining material

shall be of highest qualtiy high density polyethylene resin entirely free of plasticizers or other filler

materials with all labours, tools, tackles, machineries and transportation. The material shall not contain

more than 3% carbon black, antioxidants and thermal stabilizers. It should comply all the physico

chemical properties as specified i.e Tear resistance, Puncture resistance, Tensile Strength at yield and

break, carbon black content, density etc as per specified IS standards. All the individual steels shall be

tested accordingly. The measurement shall be taken of teh covered area only and no overlaps will be

considered. The entire item includes all materials, labour tools and plants, materials and equipments,

jointing of the HDPE sheets, testing for leakages, certificate of test results, necessary use of bonding

chemicals etc complete with all materials, labour, tools, and equipment, as per drawings, technical

specifications as directed by engineer in-charge and to the satisfaction of engineer in charge

A1.2.4 1704.00 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm Rmt 396.90 400.87

length,30cm height and 15cm thick of M200 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

A1.2.5 61.99 Providing and laying plain cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone Cum 3064.60 3095.25

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and

Plinth of the road construction and storm water drainage

A1.2.6 2342.34 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere Cum 5202.05 5254.07

work for road construction (pavement) and the storm water drainage, using cement content as per

approved Design Mix manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design

of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to

site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of

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 the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A1.2.7 2951.88 Providing formwork of ordinary timber planking so as to give a rough finish including centering SMT 312.56 315.69

shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan

A1.2.8 56120.20 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in KG 76.52 77.29

position complete upto floor two level

A1.2.9 720.00 Providing supply and laying of Paver block M200 Grade 60mm Thick on side of road SMT 330.10 333.40

A1.2.10 7311.46 Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering Cum 108.16 109.24

and consolidation)(A) from borrow pits within land width

A1.2.11 1080.00 Green Belt development including planting of trees @ 1500 Trees per hectre in the green belt area as Nos 350.00 353.50

per CPCB guidelines as per local site conditions etc complete as directed by engineer in charge and to

the satisfaction of engineer in charge.

A1.2.12 3600.00 Filling in foundation and plinth / ground level with selected vegetative soil in layers of 20cm. Cum 298.79 301.78

Thickness and in total of 500 mm thickness including watering, ramming and consolidating etc.

complete as directed by engineer in charge and to the satisfaction of engineer in charge

A1.3. LEACHATE COLLECTION NETWORK

A1.3.1 467.04 Procurement, supply, laying, jointing, testing and installation of 160 mm diameter lateral leachate RMT 4808.00 4856.08

collection pipes made of virgin quality HDPE (as specified in drawings), conforming to relevant IS

standards / ASTM standards, complete in all respects. The pipes shall be perforated / slotted as

specified and suitable for leachate collection, with adequate strength to withstand soil load, waste load

and operational conditions of the landfill. The pipe material shall be entirely free from recycled content,

fillers, plasticizers or any deleterious substances. The pipes shall be laid over the prepared and

approved drainage layer (gravel / aggregate layer) above the HDPE geomembrane liner, true to line,

level and gradient as shown in the drawings, and all precautions shall be taken to avoid damage to the

HDPE liner during laying, handling and installation. Jointing of pipes shall be carried out using couplers /

rubber ring joints / solvent cement joints / butt fusion joints (as applicable) ensuring watertight and leak-

proof connections. The lateral pipes shall be properly connected to the main leachate collection header

pipes, manholes or sumps as per drawings and technical specifications and ends of pipes shall be

suitably sealed or capped where required. The work shall include all materials, labour, tools, tackles,

plants, machinery, transportation, handling, cutting, jointing, testing, alignment, temporary supports and

protection works complete as per drawings, technical specifications and directions of the Engineer-in-

Charge. Testing of the laid pipes for alignment, slope, joint integrity and functionality shall be carried out

as directed and any defective material or workmanship noticed during inspection or testing shall be

rectified or replaced at no extra cost. The measurement shall be taken in running metres along the

centerline of the pipe actually laid measured on plan and no extra payment shall be made for overlaps,

joints, fittings, wastage or cutting. The entire item shall be executed strictly in accordance with the

approved drawings, technical specifications and relevant IS codes and to the complete satisfaction of

the Engineer-in-Charge

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A1.3.2 133.92 Procurement, supply, laying, jointing, testing and installation of 315/350 mm diameter header leachate RMT 14815.00 14963.15

collection pipes made of virgin quality HDPE (as specified in drawings), conforming to relevant IS

standards / ASTM standards, complete in all respects. The pipes shall be perforated / slotted as

specified and suitable for leachate collection, with adequate strength to withstand soil load, waste load

and operational conditions of the landfill. The pipe material shall be entirely free from recycled content,

fillers, plasticizers or any deleterious substances. The pipes shall be laid over the prepared and

approved drainage layer (gravel / aggregate layer) above the HDPE geomembrane liner, true to line,

level and gradient as shown in the drawings, and all precautions shall be taken to avoid damage to the

HDPE liner during laying, handling and installation. Jointing of pipes shall be carried out using couplers /

rubber ring joints / solvent cement joints / butt fusion joints (as applicable) ensuring watertight and leak-

proof connections. The header pipes shall be properly connected to lateral leachate collection pipes,

manholes or leachate collection sumps as per drawings and technical specifications and ends of pipes

shall be suitably sealed or capped where required. The work shall include all materials, labour, tools,

tackles, plants, machinery, transportation, handling, cutting, jointing, testing, alignment, temporary

supports and protection works complete as per drawings, technical specifications and directions of the

Engineer-in-Charge. Testing of the laid pipes for alignment, slope, joint integrity and functionality shall

be carried out as directed and any defective material or workmanship noticed during inspection or

testing shall be rectified or replaced at no extra cost. The measurement shall be taken in running metres

along the centerline of the pipe actually laid measured on plan and no extra payment shall be made for

overlaps, joints, fittings, wastage or cutting. The entire item shall be executed strictly in accordance with

the approved drawings, technical specifications and relevant IS codes and to the complete satisfaction

of the Engineer-in-Charge.

SCHEDULE A02: RETANING WALL, BOUNDARY WALL, FENCING & ROLLING GATE

Abstracts Sheet

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A2.1 FOR COMPOUND WALL, BOUNDARY WALL & FENCING

A2.1.1 3387.96 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and Cum 269.87 272.57

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A2.1.2 1103.81 Excavation for foundation 1.5 m to 3 m depth including sorting out and stacking of useful materials and Cum 292.18 295.10

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A2.1.3 3013.16 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers Cum 135.56 136.92

not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

A2.1.4 312.10 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone Cum 3064.60 3095.25

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and

A2.1.5 2826.01 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere Cum 5202.05 5254.07

work , using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of 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

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 450 kg )

A2.1.6 11598.49 Providing formwork of ordinary timber planking so as to give a rough finish including centering Sq.Mt. 178.61 180.40

shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass concrete.

A2.1.7 207246.12 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in Kg 76.52 77.29

position complete upto floor two level

A2.1.8 635.76 RCC PRECAST/PRESTRESSED BOUNDARY WALL RMT 2068.00 2088.68

A2.2. ROLLING GATE

A2.2.1 1.25 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and Cum 269.87 272.57

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A2.2.2 1.25 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone Cum 3064.60 3095.25

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and

A2.2.3 2070.30 Structural steel work (Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type sections, KG 130.52 131.83

in framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel

primer all complete as per the structural designs and directions of Engineer in charge. Column ( 122 x 61 x

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

SCHEDULE A03 - ADMIN BUILDING

Abstracts Sheet

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A3.1 193.74 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and Cum 269.87 272.57

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A3.2 154.33 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers Cum 135.56 136.92

not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

A3.3 39.40 Add extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m Cum 128.00 129.28

A3.4 119.90 LDPE SHEET SMT 180.00 181.80

A3.5 17.24 Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone Cum 2742.27 2769.69

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and

A3.6 95.54 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere Cum 5202.05 5254.07

work, using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of 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 the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 450 kg )

A3.7 592.57 Providing formwork of ordinary timber planking so as to give a rough finish including centering Sq.Mt. 312.56 315.69

shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan

A3.8 10842.75 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in Kg 76.52 77.29

position complete upto floor two level

A3.9 144.69 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. Cum 4203.06 4245.09

in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional

A3.10 146.21 WATER PROOFING ON TERRACE ( ACRELLIC BASED 2 COAT BEFOR CHINA MOZAIC) SQ MT 700.00 707.00

A3.11 85.80 Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement Sq.Mt. 1069.98 1080.68

mortar 1:6 (1-cement: 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey cement slurry including

rubbing and polishing etc. complete. (B) 30 mm thick.

A3.12 38.86 DOOR,WINDOW ALLUMINUM FRAME Sq.Mt. 5700.00 5757.00

A3.13 397.25 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering Sq.Mt. 228.22 230.50

upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand).

A3.14 397.25 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on Sq.Mt. 83.53 84.37

undecorated wall surface to give an even shade including throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered smooth.

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

WITHOUT PLUMBING WORK

SCHEDULE A04 - FERSH WATER UG TANK

Abstracts Sheet

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A4.1 95.30 Excavation for foundation upto 1.5 m depth including sorting out and stacking of Cum 269.87 272.57

useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or

A4.2 89.81 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand Cum 3064.60 3095.25

broken stone aggregates 40 mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

A4.3 68.09 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced Cum 5202.05 5254.07

cement conctere work , using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in transit

mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of 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 the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg

A4.4 9.24 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 178.61 180.40

centering shuttering strutting and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

A4.5 248.81 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 244.76 247.21

centering shuttering strutting and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any

thickness) partitions and the like including attached buttresses & string course &

A4.6 8160.89 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding Kg 76.52 77.29

and placing in position complete upto floor two level

A4.7 111.10 Finishing wall with water proofing cement paint of on wall surface (two coat) to give per bag 60.20 60.80

an approved brand and manufacture and of required shape even shaped after thoroughly of 50 kg

brushing the surface to remove all the dirt and remains of loose powered materials. of

A4.8 418.00 Providing 20mm thick cement plaster in single coat on single or half brick walls for Sq.Mt. 228.22 230.50

interior plastering upto floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand).

A4.9 15 Apply and supply of rungs in steps NOS 450.00 454.50

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A4.10 30 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in Q 9018.30 9108.48

position and applying a priming coat of red lead paint. (A)In beams and joists, channels

angles Tees, flats, with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the like

SCHEDULE A05 - WEIGH BRIDGE CABIN

Abstracts Sheet

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Quantities labour cess

A5.1 36.77 Excavation for foundation upto 1.5 m depth including sorting out and Cum 269.87 272.57

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

A5.2 32.52 Filling available excavated earth (excluding rock) in trenches. plinth, Cum 135.56 136.92

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

A5.3 11.60 Add extra for Disposing off the excavated stuff of above items for lead of Cum 128.00 129.28

A5.4 3.38 Procurement and laying of 230 mm to 300 mm thick rubble soling in two Cum 2800.00 2828.00

layers 150 mm each over fully compacted subbase including stone

packing hand-set with broader side flat, filling voids /interstices with smaller

size hand broken stones, binding layer of sand or stone grit including

compaction with 8-10 T power roller, complete as per requirements.

A5.5 10.80 LDPE SHEET SMT 180.00 181.80

A5.6 9.22 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : Cum 3064.60 3095.25

6- hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

A5.7 16.51 Providing and laying in position Ready Mixed M-250 grade concrete for Cum 5011.95 5062.07

reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying, excluding the cost of centering

shuttering finishing and reinforcement including cost of 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 the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained) (Cement level 450 kg )

A5.8 113.63 Providing formwork of ordinary timber planking so as to give a rough Sq.Mt. 312.56 315.69

finish including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced concrete and plain concrete

work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular

Polygonal in plan

A5.9 1834.96 Providing TMT Bar FE 500D reinforcement for R.C.C. work including Kg 76.52 77.29

bending, binding and placing in position complete upto floor two level

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Quantities labour cess

A5.10 13.93 Brick work using common burnt clay building bricks having crushing Cum 4203.06 4245.09

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional

A5.11 18.16 WATER PROOFING ON TERRACE ( ACRELLIC BASED 2 COAT BEFOR SQ MT 700.00 707.00

A5.12 9.18 DOOR,WINDOW ALLUMINUM FRAME Sq.Mt. 5700.00 5757.00

A5.13 47.50 Providing 20mm thick cement plaster in single coat on single or half brick Sq.Mt. 228.22 230.50

walls for interior plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-sand).

A5.14 64.40 Providing 20 mm thick double coat mala cement plaster on interior brick Sq.Mt. 281.14 283.95

/ concrete work for plastering comprising ofbase coat of 12 mm thick

cement plaster in cement mortar (1Cement : 4 coarse sand) in rough

finishing and 8 mm thick topcoat of cement mortar 1:2 (1 Cement :

Coarse sand) finishedwith trovel including scaffolding curing etc. complete.

A5.15 134.29 Wall painting (two coats) with plastic emulsion paint of approved Sq.Mt. 83.53 84.37

brand and manufacture on undecorated wall surface to give an even shade

including throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

A5.16 3 Steel work, welded in built up sections framed work including cutting, Q 9018.30 9108.48

hoisting, fixing in position and applying a priming coat of red lead paint.

(A)In beams and joists, channels angles Tees, flats, with connecting plates

or angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like

SCHEDULE A06 - WEIGH BRIDGE FOUNDATION

Abstracts Sheet

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A6.1 184.82 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials Cum 269.87 272.57

and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A6.2 121.94 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in Cum 135.56 136.92

layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

A6.3 62.88 Add extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m Cum 128.00 129.28

A6.4 40.00 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 mm each Cum 2800.00 2828.00

over fully compacted subbase including stone packing hand-set with broader side flat, filling voids

/interstices with smaller size hand broken stones, binding layer of sand or stone grit including

compaction with 8-10 T power roller, complete as per requirements.

A6.5 13.54 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone Cum 3064.60 3095.25

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation

A6.6 76.43 Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement Cum 5011.95 5062.07

conctere work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transported to site of work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of 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 the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

A6.7 36.37 Providing formwork of ordinary timber planking so as to give a rough finish including centering Sq.Mt. 178.61 180.40

shuttering strutting and propping etc. Height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

A6.8 152.93 Providing formwork of ordinary timber planking so as to give a rough finish including centering Sq.Mt. 244.76 247.21

shuttering strutting and propping etc. height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like

including attached buttresses & string course & the like.

A6.9 7.43 Providing formwork of ordinary timber planking so as to give a rough finish including centering Sq.Mt. 312.56 315.69

shuttering strutting and propping etc. height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in

A6.10 4031.69 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing Kg 76.52 77.29

in position complete upto floor two level

Item No. Estimated Description of item Unit RATE Rate with 1% Total

Quantities labour cess Amount

A6.11 19.06 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior Sq.Mt. 228.22 230.50

plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-

A6.12 19.06 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on Sq.Mt. 83.53 84.37

undecorated wall surface to give an even shade including throughly brushing the surface free from

mortar droppings and other foreign matter and sand papered smooth.

A6.13 2.06 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and 9018.30 9108.48

applying a priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like

SCHEDULE A07 - ENGINEERIGN STORE

Abstracts Sheet

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A7.1 111.54 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful Cum 269.87 272.57

materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A7.2 69.56 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and Cum 292.18 295.10

stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

A7.3 135.91 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations Cum 135.56 136.92

etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming

A7.4 45.19 Add extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 m Cum 128.00 129.28

A7.5 27.58 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 mm Cum 2800.00 2828.00

each over fully compacted subbase including stone packing hand-set with broader side flat,

filling voids /interstices with smaller size hand broken stones, binding layer of sand or stone

grit including compaction with 8-10 T power roller, complete as per requirements.

A7.6 119.93 LDPE SHEET SMT 180.00 181.80

A7.7 15.09 Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken Cum 2742.27 2769.69

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

A7.8 60.49 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement Cum 5202.05 5254.07

concterework , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cementconcrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including cost of

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 the

Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 475 kg )

A7.9 145.15 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 178.61 180.40

centering shuttering strutting and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and

A7.10 0.00 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 312.56 315.69

centering shuttering strutting and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

A7.11 4152.83 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and Kg 76.52 77.29

placing in position complete upto floor two level

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A7.12 18.15 Providing and filling polysulphide sealant of approved make in construction/contraction RMT 50.00 50.50

joints of size 5 mm wide x 35 mm deep, including joint cleaning, primer application, and

finishing as per manufacturer's specifications.all complete as per direction of Engineer in

A7.13 12.39 Brick work using common burnt clay building bricks having crushing strength not less than Cum 4203.06 4245.09

35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)

A7.14 73.44 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior Sq.Mt. 228.22 230.50

plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-

cement:3-sand).

A7.15 73.44 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture Sq.Mt. 83.53 84.37

on undecorated wall surface to give an even shade including throughly brushing the surface

free from mortar droppings and other foreign matter and sand papered smooth.

A7.16 241.78 Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates KG 55.05 55.60

A7.17 7473.36 Structural steel work ( Confirming to IS 4923-1997) riveted,bolted or welded in builtup for all KG 130.52 131.83

type sections, in framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete as per the structural designs and directions

of Engineer in charge.Column ( 122 x 61 x 3.6mm )

A7.18 14.40 Rolling shutters having width Above 3.5 Mt. SMT 2514.41 2539.55

A7.19 336.00 Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, SMT 726.92 734.19

Bolts and nuts 8mm diameterwith bitumen and G.I. limpet washer or G.I. limpet washer.filled

with white lead complete excluding the cost ofpurlins, Rafters and Trusses.(1) 0.80 mm thick

A7.20 140.00 Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of Sq.Mt. 1069.98 1080.68

cement mortar 1:6 (1-cement: 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey

cement slurry including rubbing and polishing etc. complete. (B) 30 mm thick.

SCHEDULE A08 - LECHATE COLLECITON TANK

Abstracts Sheet

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A8.1 158.00 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and Cum 269.87 272.57

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A8.2 152.18 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone Cum 3064.60 3095.25

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and

A8.3 106.31 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere Cum 5202.05 5254.07

work , using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of 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

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 450 kg )

A8.4 12.54 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering Sq.Mt. 178.61 180.40

strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding

4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass concrete.

A8.5 331.18 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering Sq.Mt. 244.76 247.21

strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding

4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical

surface such as walls (any thickness) partitions and the like including attached buttresses & string

course & the like.

A8.6 11043.99 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in Kg 76.52 77.29

position complete upto floor two level

A8.7 180.40 Finishing wall with water proofing cement paint of on wall surface (two coat) to give an approved brand per bag 60.20 60.80

and manufacture and of required shape even shaped after thoroughly brushing the surface to remove all of 50 kg

the dirt and remains of loose powered materials. of cement

A8.8 264.18 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering Sq.Mt. 228.22 230.50

upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand).

A8.9 15 Apply and supply of rungs in steps NOS 450.00 454.50

SCHEDULE A09 - MATERIAL INSPECTION SHED CIVIL WORK

Abstracts Sheet

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A9.1 281.63 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful Cum 269.87 272.57

materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A9.2 174.66 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and Cum 292.18 295.10

stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

A9.3 340.59 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations Cum 135.56 136.92

etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming

A9.4 115.70 Add extra for Disposing off the excavated stuff of above items for lead of (E) 400 to 500 Cum 128.00 129.28

A9.5 116.57 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 mm Cum 2800.00 2828.00

each over fully compacted subbase including stone packing hand-set with broader side flat,

filling voids /interstices with smaller size hand broken stones, binding layer of sand or stone

grit including compaction with 8-10 T power roller, complete as per requirements.

A9.6 506.84 LDPE SHEET SMT 180.00 181.80

A9.7 94.28 Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken Cum 2742.27 2769.69

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

A9.8 124.94 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced Cum 5202.05 5254.07

cement concterework , using cement content as per approved Design Mix manufactured in

fully automatic batching plant and transported to site of work intransit mixer for a lead up to

10 kms having continuous agitated mixer, manufactured as per mix design of specified

grade for reinforced cementconcrete work including pumping of R.M.C. from transit mixer to

site of laying, excluding the cost of centering shuttering finishing and reinforcement

including cost of 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 the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS

456 shall be maintained) (Cement level 475 kg )

A9.9 263.05 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 178.61 180.40

centering shuttering strutting and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc.

and Mass concrete.

A9.10 9.80 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 312.56 315.69

centering shuttering strutting and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

A9.11 12822.01 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding Kg 76.52 77.29

and placing in position complete upto floor two level

Item Estimated Description of item Unit RATE Rate with 1% Total

No. Quantities labour cess Amount

A9.12 80.52 Providing and filling polysulphide sealant of approved make in construction/contraction RMT 50.00 50.50

joints of size 5 mm wide x 35 mm deep, including joint cleaning, primer application, and

finishing as per manufacturer's specifications.all complete as per direction of Engineer in

A9.13 23.45 Brick work using common burnt clay building bricks having crushing strength not less than Cum 4203.06 4245.09

35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)

A9.14 164.71 Providing 20mm thick cement plaster in single coat on single or half brick walls for Sq.Mt. 228.22 230.50

interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3

(1-cement:3-sand).

A9.15 164.71 Wall painting (two coats) with plastic emulsion paint of approved brand and Sq.Mt. 83.53 84.37

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and sand papered

A9.16 1.00 Design, Supply and Erection of Pre-Engineered Building (PEB) Shed Lot 3050000.00 3080500.00

Building Parameters: Frame Type- Clear Span; Width - 16.870 m; Length - 25.960 m O/o;

Eave Height - 10.8 m from FFL; Width Module - As per drawing; Roof Slope - 1:10; Bay

Spacing - As per drawing; Type of Frames - Non-Expandable; Roof Sheeting - 0.5mm

550mpa AZ 150 Blue, as per drawing; Wall Sheeting - 0.5mm 550mpa AZ 150 Colour

Coated, either blue or white.; Wind bracing - Rod Bracings or Angle Bracing; Openings at

Right Side wall - 2.3m brick and above sheeted; Openings at Left Side wall - 2.3m brick and

above sheeted; Openings at Front End wall (Office Building) - Nil; Partition wall - Nil; Gutters

- Pre Painted Colour Blue; Downspout - Pre Painted Colour Blue;

Roof Accessories: Turbo ventilators - 8 Nos.; Skylights – Polycarbonate – 500mm Strip -

Considered as per drawings.; Roof Monitor - Nil; Roof insulation - Nil.

Building Addition: Framed Openings for Rolling shutters -Nil; Canopy - Nil; Louvers - Nil;

Crane beams - Nil; Facia - Nil; Cage ladder - 1 Considered; Wall lights - Nil; Fixing provision

for lightening - Nil.

Steel work finish: Primary, Frames, Built-up, HR Sections -1 coat of red oxide primer

2 coats of Epoxy finish paint; Secondary members, Purlins, Girts - Pre-galvanized 120 GSM;

Anchor Bolts - Black.

Applicable Codes: Design - AISC 13th Edition; Load - Metal Building Manufacturer’s

Association, MBMA 2006; Welding - American Welding Society, AWS D1.1.96.

Material Specifications: Built-Up Members ASTM 572, GRADE 50 Min. Strength Fy =

MPa; Hot-Rolled Members Beams & Columns ASTM GRADE A36/IS:2062 Min. Strength Fy

= 250 MPa; Cold Formed Secondary Members Pre-galvanized ASTM 1011 Min. Strength Fy

= 340 MPa; Sheeting & Liner Panels Galvanized Steel ASTM A 653M SS Grade 340 Class

1 Fy = 340 MPa; Galvalume Steel ASTM A 792M Grade 345 Type B Fy = 345 MPa; Gutters

Galvanized Steel ASTM A 653M SS Grade 340 Class 1 Fy = 340 MPa; X-Bracing Members

Rods IS: 2062 Grade A Fu = 250 MPa Angles IS: 2062 Grade A Fu = 250 MPa; Anchor

Bolts IS 2062: 2006 Grade A (Black Unpainted) Fy = 250 MPa

Fu = 410 MPa; High Strength Bolts ASTM A 325 Fu = 825 MPa; Machine Bolts IS:

Class 4.6 (PART 1 TO 3) Fu = 400 MPa.

SCHEDULE A10 - VEHICAL REPAIRING RAMP

Abstracts Sheet

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Quantities labour cess

A10.1 34.55 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and Cum 269.87 272.57

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

A10.2 26.05 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 mm each over Cum 2800.00 2828.00

fully compacted subbase including stone packing hand-set with broader side flat, filling voids /interstices

with smaller size hand broken stones, binding layer of sand or stone grit including compaction with 8-10 T

power roller, complete as per requirements.

A10.3 113.28 LDPE SHEET SMT 180.00 181.80

A10.4 7.49 Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone Cum 2742.27 2769.69

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and

A10.5 60.69 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere Cum 5202.05 5254.07

work , using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of 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 the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 450 kg )

A10.6 303.21 Providing formwork of ordinary timber planking so as to give a rough finish including centering Sq.Mt. 312.56 315.69

shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan

A10.7 5213.44 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in Kg 76.52 77.29

position complete upto floor two level

SCHEDULE A11 - SECURITY CABIN

Abstracts Sheet

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Quantities labour cess

A11.1 36.77 Excavation for foundation upto 1.5 m depth including sorting out and stacking of Cum 269.87 272.57

useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or

A11.2 32.52 Filling available excavated earth (excluding rock) in trenches. plinth, sides of Cum 135.56 136.92

foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

A11.3 11.60 Add extra for Disposing off the excavated stuff of above items for lead of (E) 400 to Cum 128.00 129.28

A11.4 3.38 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 Cum 2800.00 2828.00

mm each over fully compacted subbase including stone packing hand-set with broader

side flat, filling voids /interstices with smaller size hand broken stones, binding layer of

sand or stone grit including compaction with 8-10 T power roller, complete as per

A11.5 10.80 LDPE SHEET SMT 180.00 181.80

A11.6 9.22 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand Cum 3064.60 3095.25

broken stone aggregates 40 mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

A11.7 16.51 Providing and laying in position Ready Mixed M-250 grade concrete for reinforced Cum 5011.95 5062.07

cement conctere work , using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in transit

mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of 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 the Engineer - in - charge. Without Fly

Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

A11.8 113.63 Providing formwork of ordinary timber planking so as to give a rough finish including Sq.Mt. 312.56 315.69

centering shuttering strutting and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts.

(1) Square Rectangular Polygonal in plan

A11.9 1834.96 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding Kg 76.52 77.29

and placing in position complete upto floor two level

A11.10 13.93 Brick work using common burnt clay building bricks having crushing strength not less Cum 4203.06 4245.09

than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine

sand)(B) Conventional

A11.11 18.16 WATER PROOFING ON TERRACE ( ACRELLIC BASED 2 COAT BEFOR CHINA SQ MT 700.00 707.00

A11.12 9.18 DOOR,WINDOW ALLUMINUM FRAME Sq.Mt. 5700.00 5757.00

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Item No. Estimated Description of item Unit RATE Rate with 1% Total Amount

Quantities labour cess

A11.13 47.50 Providing 20mm thick cement plaster in single coat on single or half brick walls for Sq.Mt. 228.22 230.50

interior plastering upto floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand).

A11.14 64.40 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete Sq.Mt. 281.14 283.95

work for plastering comprising ofbase coat of 12 mm thick cement plaster in cement

mortar (1Cement : 4 coarse sand) in rough finishing and 8 mm thick topcoat of cement

mortar 1:2 (1 Cement : 2 Coarse sand) finishedwith trovel including scaffolding curing etc.

A11.15 134.29 Wall painting (two coats) with plastic emulsion paint of approved brand and Sq.Mt. 83.53 84.37

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and sand

papered smooth.

A11.16 3 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in Q 9018.30 9108.48

position and applying a priming coat of red lead paint. (A)In beams and joists, channels

angles Tees, flats, with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the like

SCHEDULE A12 - LEACHATE COLLECTION WELL

Abstracts Sheet

Item Estimated Description of item Unit RATE Rate with 1% Total Amount

Item Estimated Description of item Unit RATE Rate with 1% Total Amount

No. Quantities labour cess

A12.1 54.21 Excavation in earthwork and foundations in below depths for foundations of structures and Cum 403.31 407.34

retaining wall, landfill side slopes and base, using JCB Earth movers and other required

machinery, tools and plants, labour etc including cutting all sorts of soils, hard murrum including

rocky strata (with controlled blasting or without blasting as per statutory authority permissions) (if

any), as per line, level and dimensions as shown in the drawings, including ramming, trimming,

preparation of base and side slopes, foundations as required in true shape, line and level, sorting

out and stacking of the useful material, utilizing all the material for filling required for area grading

in base and sides of landfill cell and surface dressing upto the required levels and disposal of

excavated stuff within 500 m lead as directed by engineer in-charge and to the satisfaction of

engineer in charge.

A12.2 11.22 Procurement and laying of 230 mm to 300 mm thick rubble soling in two layers 150 mm each Cum 2800.00 2828.00

over fully compacted subbase including stone packing hand-set with broader side flat, filling voids

/interstices with smaller size hand broken stones, binding layer of sand or stone grit including

compaction with 10 T power roller, complete as per requirements including all tools and plants,

equipments, material and labour etc complete as directed by engineer in charge and to the

satisfaction of engineer in charge

A12.3 35.05 Procurement, Supply, Laying, Jointing and Installation of 1500 micron (1.5 mm thick) virgin sq.m 478.50 483.29

quality HDPE liner (both sides textured surface) applied on the compacted clay layer (sides and

base of landfill, top cover layers) and anchored in the soil and on the concrete retaining wall as per

drawings. It shall be sealed and packed from both ends with the existing layers by employing

combiwedge fusion process. The over lapping between two HDPE sheets shall be minimum of

mm and the machine welding shall produce two seams. THe lining material shall be of highest

qualtiy high density polyethylene resin entirely free of plasticizers or other filler materials with all

labours, tools, tackles, machineries and transportation. The material shall not contain more than

3% carbon black, antioxidants and thermal stabilizers. It should comply all the physico chemical

properties as specified i.e Tear resistance, Puncture resistance, Tensile Strength at yield and

break, carbon black content, density etc as per specified IS standards. All the individual steels

shall be tested accordingly. The measurement shall be taken of teh covered area only and no

overlaps will be considered. The entire item includes all materials, labour tools and plants,

materials and equipments, jointing of the HDPE sheets, testing for leakages, certificate of test

results, necessary use of bonding chemicals etc complete with all materials, labour, tools, and

equipment, as per drawings, technical specifications as directed by engineer in-charge and to the

satisfaction of engineer in charge. The physical, chemical and mechanical properties of 1.5 mm.

thick HDPE Geomembrane, to be procured shall meet / exceed the Specifications of the

Geosynthetic Research Institute (GRI). The Specifications of GRI / GM 13, Revision 14, dated

A12.4 35.05 HDPE Liner 1.5 mm thickness (both sides textured) along all side slopes of landfill cell upto sq.m 478.50 483.29

anchor trench in embankment (including 10% addition for overlaps)

A12.5 5.26 Providing and laying plain cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken Cum 3064.60 3095.25

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth of the road construction and storm water drainage

Item Estimated Description of item Unit RATE Rate with 1% Total Amount

Item Estimated Description of item Unit RATE Rate with 1% Total Amount

No. Quantities labour cess

A12.6 51.12 Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement Cum 5202.05 5254.07

conctere work for road construction (pavement) and the storm water drainage, using cement

content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering

shuttering finishing and reinforcement including cost of 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 the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained) (Cement level 475 kg )

A12.7 420.67 Providing formwork of ordinary timber planking so as to give a rough finish including centering SMT 312.56 315.69

shuttering strutting and propping etc. height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in

A12.8 4215.43 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and KG 76.52 77.29

placing in position complete upto floor two level

SCHEDULE A13 - PIEZOMETRIC WELL

Abstracts Sheet

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A13.1 120.00 Drilling of 200mm hole in all type of strata and collection of samples for well assembly Mtr. 1430.00

A13.2 120.00 Reaming of 250/350 mm in all type of strata for pipe lowering. Mtr. 1430.00

A13.3 120.00 Providing and lowering of 200 mm (ISI make Supreme, Finolex, duke, Duron which are easily available in Mtr. 1540.00

market) uPVC strainer/blank pipe and lowering labor charges as per aquifer material & lithology

A13.4 4.00 Supply & packing of proper specific size of gravels/Kapchi in annular space as filter pack material Job 18000.00

A13.5 4.00 Clay ball packing/ clay packing Job 10000.00

A13.6 4.00 Development of well by compressor unit till flushing, cleaning, etc. Job 15000.00

A13.7 4.00 Supply and installation of DWLR with 50-meter cables including telemetry system to record ground water Set 90000.00

level data online

A13.8 4.00 Consultancy, supervision and transportation charges. Job 15000.00

A13.9 4.00 Supply and installation of lock and key system with well head protection(1m*1m*1m*) Job 15000.00

A13.10 4.00 Mobilization/ demobilization of plants/ machinery with tools and tackles to the working location and from site Job 5000.00

SCHEDULE A14 - MECHANICAL WORKS

Abstracts Sheet

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A14.1 2.00 Providing sewage submersible, Non clog type suitable for working on Air filled Dry type motor, three phase, Set 146348.00

50 Hz +/-3%, 415V +/- 10%, AC supply, 1500 RPM synchronous speed with 3 core flat copper cable from pump to

starter panel with cable end terminations (4) all supports, clamps, pipe fittings alongwith mechanical seal, bearing

bush, strainer etc. complete set & following M.O.C: Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing

bush, TC mechanical seal, CS/S.S.bearing, S.S shaft with sleeve, SS strainer & MS motor body.:

Number of Pumps: 1 Working + 1 Standby

Material Of Construction: Casing CI, SS CF8M

impeller, Bronze: wearing ring & Bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve,

SS strainer & MS motor body.

Discharge : 5 m³/hr.

Motor Rating : 3 HP

A14.2 40.00 Manufacture, supply and delivery of ISI marked HDPE pipes ((IS4984/1985 with latest amendement ) having Mtr 181.00

material grade PE-80 in approximate 100 m coil length or as per GWSSB requirement with SS-316 nipple at both

ends having 11 TPI threads as per specifications, press fitted and bolted having nominal diameter 63 mm dia

A14.3 4.00 Sluice Valves No. 3483.00

a) Providing and supplying ISI mark CI D/F Sluice valves of approved makes & confirming to IS 14846 and of

following class and diameter; including all taxes, octroi, inspection charges, freight charges, insurance, loading,

unloading, conveyance to departmental stores, stacking etc. complete; and

b) Lowering, laying and jointing in position including cost of all labour, jointing material, including nut bolts and giving

satisfactory hydraulic testing, etc. complete as per instructions of Engineer in charge.

50 mm dia Sluice valve PN-1.6 With gear operated (PD type short body)

A14.4 4.00 Reflux Valve No. 3823.00

a) Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (Latest Edition) of following class and

diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading,conveyance to departmental stores, stacking etc. complete.; andb) Lowering, laying and jointing in

position including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc.

complete as per Tender Specifications and instructions of Engineer in charge.50 mm dia Reflux Valve PN 1.6 IS

5312 with ISI mark

A14.5 2.00 Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, ±1% accuracy, Direct No. 1412.00

bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L

Bourdon Tube, SS 316 Movement material, Aluminium dial with black graduation on white background, Micro Zero

adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag plate etc as per IS

150 mm Dial Size - 0 to 20 Kg/cm2

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A14.6 1.00 Full Bore Electromagnetic Flow Meter- Regular Power operatedDesign, Supply, Installation, Testing, No. 53425.00

Commissioning of Full Bore Electromagnetic flow meter with factory calibrated, Regular Power Operated, flanged

connection, Flow sensor, Indicator, transmitter and totaliser with all accessories viz.surge arrestor, associated

cables, cabinets, hardwares, etc complete as per following specifications:a) Flow Meter/ Sensor: DC pulsed type, IP

68 Protection, Flanged process connection as per IS 1538 or equivalent standard, SS304/ Metallic Alloy Flow Tube,

SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding Electrode,Neoprene/

Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil

Housing with Junction Box, CS flanges.b) Flow transmitter / converter: Microprocessor based, Modular design,

line LCD for indication of actual flow rate, forward, reverse, sum totaliser display,±0.5% accuracy at 0.3 to 4 m/sec

velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one status output, IP 67 protection, Die cast

aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM

and Data Logger, 20 meters cable length for sensor to transmitter communication etcalongwith wall mounted/ stand

mounted cabinet.50mm Nominal Bore

A14.7 1.00 Portable generator No. 500000.00

Portable generator type: Diesel start, diesel run; Rated output at unity power factor at STP (VA): 7500; Starting type:

Electric self-start, Rated output voltage: 230 V AC, Fuel tank capcity: 60 litres, Period for which the generator is

capable of delivering declared output: 15 hours

A14.8 1.00 Weigh Bridge No. 1665000.00

Capacity: 50 MT; Type: Pit; Accuracy: 5 kg

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A14.9 Automatic Wheel Washing System with Top Wash and ETP (1/2)

Design, Manufacturing, supply, Erection, Commissioning, installation, packing, transportation, testing, trail, training,

handover with inspection documentation, spares, maintenance tools with required civil work.

Machine size: 4000 mm Length X 3400 mm Width.

Washing direction- Bottom side wheel wash, Underframe wash, Tyre side wash; Washing time: 1 to 2 Mins;

Operation of machine - By sensor automatically; Machine washing capacity- 30-40 trucks per hour;

VECHILE TYPE & HANDLING SYSTEM

Type of vehicles: Trucks, tippers, heavy trucks, bulkers; Vehicle dimensions: 8000 (l) x 3000 (w) x 4000 (h) in mm.

approx.; Max weight load of the vehicle: 40-100 tons; Vehicle handling system- self-driven vehicle by drivers;

Vehicle washing speed- 3-5km/hr or 30 trucks per hour; Inspection of vehicle - visually by driver or machine

operator; Instruction to driver - Led Trafficator signal light system red/green; Washing area required (machine):

INCLUDING EFFULENT TREATMENT PLANT of required capacity.

Machine quality & Machine structure: Heavy Duty Machine Structure Base Frame with Special I-Beam Designed;

Specially Ribbed V Type Angle Structure for Drainage Water During Vehicle Drive Process; Hot Dipped Galvanized

Coating up to 80-90 microns; Additional epoxy painted with Aluminium Oxide against corrosion resistance; machine

frame Left Side: 01 Nos, Right Side 01 Nos and Total 02 Nos.

Vehicle Tyre Side Washing: Galvanized Material Spray Header Lines with Necessary Support; Spray Header for

Washing Left Side: 02 Nos, Right Side: 02 Nos, Bottom Side: 02 Nos; Total 06 Nos with splash guard cover.

Pipe lines: All The Nozzles in the Shower Area will be made of SS 304. Galvanized Pipe will be as per Indian

Standards (Is 1293:2006).

Water pumps: Type: Submersible Centrifugal Pump with Necessary Filters. Quantity: 2 (1W + 1S). Rating: 3 Phase

50hz 1440 Rpm. Capacity: 5.5kw 7.5 HP Power 30 Meter Cube Pump

Water spray nozzles: Nozzles Type & Angle: Will be of full cone type with spray angle 45-60 degree. Nozzles

Capacity: Nozzles Discharge Capacity will be 10- 15 Lpm ±15% with 2-3 Bar approx. Total Qty of Nozzles- as per

Lightening system: LED Light Water Proof IP 67 Protection. Capacity of Light: 200-Watt and total no of lights as

per requirement.

1.00 Automatic Wheel Washing System with Top Wash and ETP (2/2) No. 3750000.00

On ground water tank: Waste Water Tank of Size 40 KLD with MSEP Mild Steel Epoxy Painted

Connected load: 15-18 kw

Specifications for control panel & electrical accessories

Type of enclosure: Control Panel Powder Coated, Single Compartment Type Ip 55 Protection, With Door, Handles,

Locks, Panel Key, Other Accessories. Etc. MS Fabricated Powder Coated IP 55 Dust Proof Protection

Pumps control: All Pumps Above 7 Hp are Star – Delta connected, Motor Protection, Mcb, Contractor, Overload

Relay Protection. Control Transformer.

Sensor: IP 67 Through Beam Sensors to Start & Stop the system- 1 sets Imported German/Japan Infrared Sensor

Water Proof Sensor.

Water pump: Centrifugal Water Pump Will Be Provided Water Pump 3 Phase 415V+-10% Pump with Motor with

Pump Guard Safety

Water Recycling: Mud Settling Flocculation System

Flocculent /Polyelectrolyte Dosing System for mud settling with dosing pump and 200 Ltr HDPE tank. Water tank

top open for easy maintenance along with foot valve, strainer, distribution, level sensor and all plumbing

accessories. Inbuilt control panel siemens based switch gear with Smps, Mpcb, contactor, emergency push button,

water level sensor etc.

On ground water tank: Waste water tank of size min 40 KLD. System for re use of water for wheel washing

Machine. Size of tank: as per requirement. Material of construction: MSEP Mild Steel Epoxy Painted.

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

SCHEDULE A15 - ELETRICAL WORKS

Abstracts Sheet

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

This includes the scope of Installation, testing & commissioning of equipments as listed below.The main

equipments materials & erection materials or hardware shall be supplied & installed by the contractor.The

equipment shall be supplied from factory, unloaded from transport shifted to store, reshifted from store to place of

erection, unpacking, site assembly of loosely furnished accessories, installation of foundation (civil work done by

civil contractor), proper alignment, tightning of busbars with required torque as instructed by engineer in-charge

and specifications of the tender.

Supply, Installation, Testing & Commissioning of DP structure using 9 M long, M.S poles with fabricated

structurals for bracing, cross arms for mounting in insulators and accessories / hardwares etc., complete with

A15.1 1.00 concreting of pole foundations including connection with ACSR conductors to GEB D.P. structure and including Nos

fuses and GO switch of 400A. The D.P. sturcture shall also have operating handle and shall be supplied with

pair of 11KV hand gloves.

A15.2 -do- as above 1.1 but includes with 11KV CT / PT - metering unit

A15.3 1.00 200KVA oil type 11/0.415KV transformer Nos. 9,35,000.00

A15.4 1.00 Supply & Laying of 3C x 95 Sqmm , 11 KV. XLPE (E) Cable. Mtr. 1,575.00

Supply, Installation, Testing and commissioning of H.T. End Termination through joints - Outdoor type with

Raychem kits (3C x 95sqmm)

Point wiring for Tissino / Modular secondary light point with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires, in below type of pipe to be

erected complete with earth continuity and necessary connection with primary light with accessories erected on

A15.6 80.00 Metal / PVC / wooden box covered with 3 mm thick PC(Polycarbonate) / Acrylic sheet for open / concealed pt

wiring. with necessary Lamp holder / ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete Cat.

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires up to 10 mtr length , in below type of pipe erected with 6A

Modular type switch / bell push & accessories and earth continuity of following type, erected on PVC /

Metallic/Wooden box, single mounting base frame covered with textured/metallic/white front plate modules

erected on / in wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete Cat.

Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earth wire of 1.5 sq. mm (green) both are of

ISI marked 1.1 kv grade FRLS PVC insulated multi strand copper wires upto max length of 10 mt, in below type

of pipe erected with 6A Tissino Type ISI marked flush type switch / bell push and accessories erected on Metal /

A15.8 50.00 PVC/Wooden Box covered with 3 mm thick PC(Polycarbonate) /Acrylic/Laminated sheet. with necessary Lamp pt

holder/ceiling rose / H.D.Connector as directed.

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of .ISI marked 1.1 KV Grade

FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type of pipe erected with 6A Modular

type switch and hum free EME step type electronic fan regulator mounted and accessories with earth continuity

of following type erected on PVC / Metallic/Wooden box, single mounting base frame covered with

textured/metallic/white front plate modules erected on / in wall / ceiling as per pipe erected. with necessary ceiling

rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete Cat-III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS

PVC insulated multi strand copper wires up to 10 mtr length, in below type of pipe erected complete with Modular

type switch & 5 pin Plug erected on PVC / Metallic/Wooden box covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected with following type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete Cat-III

Point wiring for independent PLUG with following size mains earth wire of 1.5 sq.mm (green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires upto 10 mt length, in following below of pipe

erected complete with ISI marked 3 / 5 Pin socket and tissino type switch erected with earth continuity connection

erected on Metal / PVC/Wooden box covered with 3 mm thick PC(Polycarbonate) / Acrylic/Laminated sheet.

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board.

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete

Providing following type of Modular Type Accessories mounted with pvc / metallic box covered with appropriate

front plate modules erected with necessary connection.

A15.13 6.00 (3) Two Pin/ RJ-11 Telephone Socket with [A] For One Gang cat-iii 159.00

A15.14 2.00 (4) TV Co-axial Socket outlet 159.00

A15.15 55.00 (7) Blank Plate Single 25.00

A15.16 17.00 (8) Modem Jack for Computer Open RJ-45 159.00

A15.17 75.00 (9) 16 Amp. SP one way switch 179.00

A15.18 75.00 (10) 6/16Amp. Universal socket 198.00

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in

A15.19 wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with

following dia of pipes, in approved manner as directed

Mains with 1.1 KV grade FRPVC insulated ISI marked stranded Copper conductor wire in existing pipe erected

A15.23 with 1.5 sq. mm copper conductor FR PVC insulated stranded wire of green colour for earth continuity of following

A15.24 (A) With medium class Rigid PVC pipe and accessories

A15.25 700 (c) 2 wire 1.5 sq. mm mtr 62.00

A15.26 800 (c) 2 wire 2.5 sq. mm mtr 82.00

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Mains with 1.1 KV grade FR PVC insulated ISI marked stranded Copper conductor wire in existing pipe erected

with 2.5 sq. mm copper conductor FR PVC insulated stranded wire of green colour for earth continuity of following

(A) With medium class Rigid PVC pipe and accessories

(a).2 wire 4 sq. mm

Providing & Erecting following size of TV Co-axial flexible cable comprising inner conductor of solid bare copper

insulated with Foam PE & Secondary conductor made of poly - Aluminium film bonded Al. Braids @ coverage of

A15.28 50 65%, overall sheathed with black PVC insulation. mtr

Supplying & erecting Delton or approved make Telephone Cable electrolytic grade annealed copper conductor

insulated with PE insulation twisted in to pairs with colour combination bunched together in concentric layers so as

to minimies cross-talk & wrapped with FR PVC tape & sheathed with FR PVC or HFFR outer Jacket suitable for

indoor telephone wiring & confirming to C-DOT S/WS - 113 / IEC 60189-2, UL-1581 SECTION 1080 VW-1

erected in existing pipe.of following size of conductors & nos.of pairs. With necessary connections.

A Conductor Size 0.5 mm-

Supplying &. erecting approved make LAN cable of following size in existing pipe as per direction

Providing & erecting main Distribution (MDF) indoor type, back mounted frame

Suitable for 10 pair box

Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC (Polycarbonate)

sheet in PVC/ Metal/Wooden Box. erected on wall/ ceiling.

(8) Bakelite lamp holder

A15.33 1 Decorative call bell Ting-tong box type 250 volts complete erected Ea. 72.00

Approved make LED Tube Light 120 cms. 24/36 watt erected, if required.

Supply and Installation of Approved make LED Bulb 9W type Bracket light point mounted on suitable location

Supply and Installation of Approved make LED type Downlighter - Recessed / Surface mounted on suitable

(iI) 18 Watt. Cat.III

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Providing and erecting mirror optic surface or pendent mounting fl.fitting witli tube complete vvitli Electronic Ballast

tube complete witli holder with lead wire and connection and adapter if required.

A15.37 20 [A] With 1 No 40 Watt Tube Ea.

Providing and erecting wide spred mirror optic recessed mounting flifitting with tube with Electronic Ballast with

each tube separately withTHD less than 10 complete with holderwilh lead wire and connection and adapter. With I

A15.38 5 X 24/28 watt T-5 Tube

Supplying and erecting approved make — decorative recess / surface mounting type mirror optics lumiiiairc

complete with non retrofit tubes, electronic ballast. high circuit P.F. & rust free fitting components mounted in

powder coated - • CRCA/ A l . housing with holder clear/ opal diffuser compete erected with lead wire

With One Nos. 36 watt PLCFL

Supply, Installation, testing and commissioning of approved make of LED Street light luminaire with die cast

aluminium housing for effective thermal management with special polycarbonate material with 6-7.5 meter hight

GI pole and its all accessories like pole foundation base plate bracket arm and high transmission index for

superior light output suitable for 1X30 W LED, IP 65 IK 07 and Colour tempareture 5000-6000 K with over voltage,

short circuit, over laod, silicone gasket complete with all accessories, necessary hardware. The fitting should

have flexibility to mount either in horizontal or in vertical positio.

(B) With 45watt LED lamp .

Providing Approved make Tripple Pole Metal / Iron Clad Switch & Fuse with neutral link 415/500 V confirming to

Charges for unloading at site, shifting to site, assembling, leveling, grouting, erecting, supplying, testing,&

commissioning main power, Lighting & Distribution Panel & fabricated from MS sheet with following specification.

A15.43 Main Bus bar should be copper tinned electrolyte type

A15.44 "Siemens" Gray powder coating to be done on all sheet metal works as required

A15.45 The design and location of all panels to be approved by the Engineer/consultant before fabrication and installation

A15.46 All panels should be dust and vermin proof.

A15.47 All panels should be fabricated out of 16 SWG sheet.

The entire panel board should be with adequate height width & depth as per relevant prevailing I.S.. Code and

installation include foundation boats of suitable size as per requirement

A15.49 Double earthing arrangements should be provided

A15.51 1 Main lt panel cum APFC Panel as per Single Line Diagram Ea. 8,70,000.00

A15.53 PROVIDE RATE FOR ALTERATION IF REQUIRED

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Approved make Four pole on load change over of200 A with provision of space for the incoming cable from GEB

Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 35 KA at 415 V . having

A15.56 1 normal current rating up to 400A. with variable thermal & magnetic release suitable to work on A.C.supply 50 c/s. Ea.

with all internal connections & complete erected inexisting 16 G M . S . housing

A15.58 6 1 nos of 200A MCCB Ea.

A15.59 5 1 no s of 100A MCCB Ea.

A15.60 20 12 nos of 63A TPN Miniature Circuit Breakers Ea.

A15.61 10 4nos of 32A dp Miniature Circuit Breakers Ea.

A15.62 15 20nos of 40A TPN Miniature Circuit Breakers Ea.

A15.63 25 5 nos of 40A dp Miniature Circuit Breakers Ea.

A15.64 1 Metering feeder Ea.

A15.65 1 Digital Voltmeter of 0-500 V AC with Voltage selector switch Ea.

A15.66 1 Digital Ammeter of 800/5A with Amp selector switch Ea.

A15.67 10 Indication lamp for supply Ea.

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V A.C. system

and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with

A15.69 busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used)

A15.70 6 (A) Single phase 4 way double door Ea. 352.00

A15.71 6 (B) Single phase 6 way double door Ea. 577.00

A15.72 2 (C) Single phase 12 way double door Ea. 696.00

A15.73 1 (G)(M) Three phase 8 way single door for single phase outgoing horizontal box Ea. 3,095.00

Approved make ELCBs / RCCBs conforming to IS: 1264Q and having sensitivity of 30 mA and Short Circuit

withstand capacity of 6 KA and suitable - for operation on single phase 240 V. having characteristic of quick action

& tripping with all advance feature & do not incorporate any electronic component, for following Max. rating

erected as directed

A15.75 (I) 25 Amps.DP

A15.76 5 Cat. Ill Ea. 1,950.00

A15.77 (I) 40 Amps.DP

A15.79 (i) 63 Amps.DP

A15.80 2 Cat. Ill Ea. 3,010.00

Providing and erecting metallic vitrified danger notice board for HIGH VOLTAGE installation to be erected as

A15.82 30 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. Kg.

Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. pipe with necessary coupling

buch buried in specially prepared earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For panel)

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

A15.84 15 For using salt and charcoal / coke as required for pipe type earthing. Ea. 169.00

Supling and eregating earth pit of minimum bore dia 150mm size approved make Safe Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free Gl.Pipes having Outer pipe dia of

50mm having 80-200 Micron galvanising, Iimer pipe dia of

mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded

by higher conductive compound with high charge dissipation suitable for following type of applications

(a) For Electrical Installation up to 440V in normal soilLength of pipe -1 MtrBack filling compound -1 Nos Bag of

Providing and erecting Pipe type earthing with 17.5 mm dia 2.5 mtr long 'B' grade G.I. pipe with necessary

coupling buch buried in specially prepared earth pit & G.I. earth wire of 8 SWG erected & connected as directe

A15.87 ARMOURED ALUMINIUM CABLES

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 KV.

A15.88 to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of

A15.90 100 (B) 4 core 4 Sq. mm Mtr. 361.00

A15.91 100 (C) 4 core 6 Sq. mm Mtr. 505.00

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be

laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable.

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be

A15.94 laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of

A15.95 680 (A) 4 core 10 Sq. mm Mtr. 670.00

A15.96 250 (B) 4 core 16 Sq. mm Mtr. 978.00

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be

A15.97 laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of

A15.99 10 (D) 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core) Mtr. 3,604.00

A15.101 50 3.5 core 300 sqmm Mtr. 830.00

A15.102 MISCELLANEOUS.

Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and

back filling the same and making the surface as normal ground.

Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides

with covering of 7. 5 Cm. layer of sand above & below cable (16 bricks per meter)

Providing and erecting iron clad cable route marker duly marked with ELE.CABLE of size 23 cm.X 12 cm. Flushed

with ground in cement foundation as directed by Engineer in charge.

PrProviding & laying. R.C.C. Hume pipe for cable to be laid 90 cm. below ground across the road crossing or on

floor with necessary material in an approved manner and making the ground as per original.

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable

complete with out going tails, insulating tape etc for following size of cables.

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

A15.112 20 (B) 2 to 4 core 6 Sq. mm Ea. 38.00

Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring for PVC

insulated armoured cable complete with out going tails, insulating tape etc for following size of cables.

A15.118 8 (B) 3 core 70 Sq. mm Ea. 89.00

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with

A15.123 high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved

Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark with condenser A.C.

A15.131 5 23OV.50 c/s.1200 mm. sweep complete, canopy erected on existing hook or clamp with earthing. [Make shall be Ea.

approved by Engineer in charge]

Providing Fan clamp of 30 x 5 mm flat of required length & 10 mm M.S. Bolt & Nuts erected with necessary hook

of 10 mm M.S. Round Bar.

A15.133 5 Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan box. Ea. 18.00

Supplying & erecting approved make low noise decorative exhaust fan having square frame ABS body with inbuilt

lowers & square frame.

200mm with 1350RPM Cat.II

Providing window frame suitable for erection of Exhaust fan complete covering the remaining portion of window

with 15 mm. thick plywood and colour washing to match the colour of the wall

STREET LIGHT POLES

Supplying and erecting approved make Conical Pole (Standard ) Made from HR sheet steel. The pole should be

made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759 with required base plate

and integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-

Rail for MCB Mounting, stud type terminal and arrangement for cable terminationas erected on suitable foundation

(included) with necessary GI nut-bolts/J-Bolts. as per details given by manufacturer considering site

requirement.The length of poles are as below.

(E) 7 Mtr. Long 65mm Top X170 mm bottom dia, 3mm thickness.

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for the pole of size 60

A15.137 75 x 60 x 120 cm. Deep in below ground level with plinth of 45 cm x 45 cm(or 45 cm dia x 45 cm) high upper ground Ea.

level with necessary curing and finishing in approved manner. ( for 7.5 & 8/8.5 mtr pole)

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Supplying Water tight M.S.BOX of size 20 X 15 X 15 cms. to erect suitable kitkat fuse / MCB to be. erected on

polished wooden board inside the box with hinged/ sliding door with rubber rings and erected on pole with suitable

pole clamp, all duly painted with one coat of red oxide and two coats of paints. (Cost of Fuse / MCB shall be taken

Providing street light pole bracket comprising main Light Class MS tube of 4.2 cms. outside dia. complete with

suitable M S . sleeve tubing of approx. 45cnis.length and suitable for 76.5mm. /

1 80 mm or require size pole top having sufficient fastners for fixing the brackets — " 1 and having suitable rise as

per site " • 1 condition as directed and spread of 2 mtr.^^th suitable welded stiflfener reducer :\ and with lock nut

A15.139 67 complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. Suitable for Ea.

side entry fitting brackets of

following nos of arms.

(A)Single Arm bracket 2 Mtr

Supplying and erecting B class Galvanized iron pipe having smooth finished bore of the pipe on both ends erected

nuts and bolts along the pole / wall shaping the pipe as per site requirement. Pipe dia as following.

Supplying & erecting IP 55 grade following size section pillar fabricated from joint less M.S. Sheet with angle iron

legs made from jointless M.S. Angle with cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks work finishing with plaster etc.

hinged double door internally supported on both side,

with internal and outside looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two

Nos. one is welded and other with nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside and

out side with three tank powder coated paint. section pillar roof should be without joint with water leakage proof &

tested as per IP 55 test & followed by IS 2147 of

(A) 150 X 90 X 75 cm section pillar fabricated from 14 Gauge MS Sheet with angle iron legs 95 cm long made

from 40 X 40 X 6 mm thick MS angle.

A15.142 Supplying and erecting bakelite sheet 12mm thick HYLAM make on existing angle iron frame..

Providing and erecting approved make split air-conditioning unit consisting of copper condensing unit with fan

motor, hermetically sealed rotary compressor with accessories etc. duly connected separately erected evaporating

unit and blower motor with its accessories by means of extra supplied proper insulated copper tubing,drain PVC

pipes suitable for ( cost includes powder coated Stand, Eco Friendly green gas charging, 15A plug top & Remote

A15.144 5 Control) with necessary core cutting. Ea.

(1)For ISEER Range (KWH/KWH)(3.1 to 3.99)

(b) for 1.5 ton capacity

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Design, Supplying, installing, testing of factory fabricated ready made Three phase APFC Panel Cubical Panel

fabrication should be type tested as per IEC 61921, 61439:1&2 Capacitor Duty Contactor for switching as per

following Steps Incomer Switch of MCCB type Icu=Ics=50KA at 400/440 Volts, with OC, SC, internal earth fault

protection Incomer Switch of MCCB type Icu=Ics=50KA at 400/440 Volts, with OC, SC, internal earth fault

protection,Copper tinned insulated Busbar,Cubical panel should be indoor type with IP 43 and IK 10,Metalized

polypropylene film tye3-phase 550Volt Capacitor,De tuning Reactor for each capacitor,Panel having Short Circuit

and Overload protection,Each step Capacitor having suitable MCB with Sc, OL, internal earth fault relay,Each

stage having Stage Contactor (Capacitor load rating),PF regulator master controller having suitable steps with

LCD display, Rs 485 Communication port, Indication LED Lamps for main incomer and ON-OFF for each

capacitor bank,MS Chanel for Floor mounting, Cable entry as per site situation,Cooling fans for panel

Supplying and erecting, commissioning and testing of Diesel Generating set confirming to IS: 4722:1968 &

BS:5514 having continuous rating, 3 phase, 415 volts, 50 cycles A.C. supply comprising of a totally enclosed

air/water cooled diesel engine with multi-cylinders developing suitable BHP not less than following capacity at

1500 RPM with 10% overload for one hour in 24 hours with standard accessories like fly wheel, lubricating oil

cooler, "A" class governor, heavy duty fuel wheel and lubricating oil filter, oil bath air filler, lubricating oil pressure

gauge, end exhaust manifold, standard set of tools with adjustable spanners, screw drivers, cylinder head to

cover, joint cylinder head to exhaust, element lube oil filter, 12 / 24 volts electric starting equipment complete with

standard heavy duty battery, dynamo, cut-outs, ammeter, necessary wiring, pressure gauge, starter etc and heavy

A15.146 duty Residential type exhaust silencer (With DEF System) and vertical hot air duct both logged with asbestos

rope, save oil trays, exhaust piping of required length, standard wall/floor mounted fuel with level indicator and

piping and drip proof alternator, self excited, self regulated, screen protected, with excitation system, capable of

delivering the rated system output at 415 volts, 3 phase, 0.8 PF, 50 Hz, 4 wire, running at 1500 RPM, conforming

to IS-4722- 1968 with voltage regulation +/- 5% of rated voltage from no load to full load. Both the engine and

alternator fitted on a common fabricated steel base plate with antivibration mounting engine and alternator both

connected to each other by flexible flange coupling and with floor/wall mounted control panel box comprising of

voltmeter ammeter, selector switches, ACB / MCCB / MCB of adequate capacity,

indicator lamps duly wired with HRC fuses. The alternator & control panel shall be connected with provided

suitable capacity armoured cable and complete with Acoustic enclosure (canopy) made out of 16 SWG CRCA

Sheet, sound absorbing material Rockwool of 64 density & 100 mm thick conforming to IS:8183 / PU Foam of

Density - at least 40 mm. The resin bonded rockwool covered from inside the canopy by perforated sheet with 3/4

mm holes, sound level not more than 75 dB at a distance of 1 mtr, as per PVCT norms.DG set should have in built

fuel tank capacity of minimum 8 hrs of continous running capacity on full load . Erection, commissioning and

satisfactory testing as per requirement with first filling of fuel (minimum up to the 80% of fuel tank capacity), oil,

A15.147 1 etc. with guarantee / Warrantee of complete system for Two years. & with obtaining all necessary certificate from Ea.

Electrical Inspector. The Capacity and Ratings of DG sets are as below. (As per new CPCB4+ Emission norms

Engine With - Turbo Charger, EGR (Exhaust Gas Recirculation), CRS (Common Rail Fuel System), DOC (Diesel

Oxidation Catalyst), SCR (Selective Catalytic Reduction), Integrated wiring harness connected to ECU .)

(L) Continuous rating of 100 KVA ,BHP not less than 126 BHP

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Providing & erecting approved make AMF control panel suitable for following size of 3 phase, 415 V., 50 cycles,

A.C. diesel generating set complete of scope as detailed below:

1) Power module: A pair of electromechanically interlocked contactors (for mains & generator) Overload relay for

generator contactor Neutral contactor for mains and generator Power socket for connections.

2) Control and metering module: Line voltage monitor. Generator voltage monitor Ammeter 3 items attempt start

facility. Air circuit breakers/MCB/MCCB of suitable rating for auto/manual operation. Auto/manual switch.

Emergency stop push buttons. Manual start push button. frequency meter. Engine hour meter. Two earthing studs.

3) Protection module: The engine shutdown in the unlikely event of Low lube oil pressure High cylinder head Ea.

temperature. V belt failure.

4) Indicators with alarm Load on generator.

5) Indicators Load on mains Engine fails to start . Emergency stop battery charger.

The AMF Panel of following capacity

(C) AMF Control Panel for100 KVA/125 KVA3 phase DG Set

Providing & erecting approved make ATS panel suitable for following size of 3 phase, 415 V., 50 cycles, A.C.

diesel generating set complete of scope as detailed below:

1) Power module: Motorised Changeover switch with ATS controller, Auxiliary contactor with NO & NC contacts

A15.149 1 with Automatic Battery Charger, indicating lamps for Generator ON, Mains ON, Load and suitable control Ea.

terminals and power terminals with neutral earthing studs.

(E) ATS Panel for 100/ 125 KVA 3 phase DG Set

Supply, Installation, Testing and Commissioning of IP HD IR Outdoor Bullet Type Camera , 1/3” or better CMOS

A15.150 25 Progressive Scan & Minimum (2 MP)FULL HD (1920*1080), fixed lens 3.6 mm, DWDR,ONVIF Profile S or NOS.

betterB39 with mounting accessories

Supply, Installation, Testing and Commissioning of IP HD IR Fixed Dome Type Camera , 1/3” or better CMOS

A15.151 6 Progressive Scan & Minimum (2 MP)FULL HD (1920*1080), 2.8/ 3.6/ 6.0/ 12mm Fixed lens, DWDR, ONVIF NOS.

Profile S or better

Supply, Installation, Testing and Commissioning of 25 X Optical zoom HD IR PTZ Camera, 1 / 2.8”or better

A15.152 CMOS Progressive Scan (2 MP)HD (1920*1080), F1.5~F3.4, f=6.36~138.5mm, 360° continuous pan & 120° tilt NOS.

range, IP66 / NEMA 4X Rated Outdoor Housing & Vandal proof IK10 Rated -SD49225U-HNI

Supply, Installation, Testing and Commissioning of Open Platform, Linux or equaivalent OS, NVR Standalone 32

Ich, with 4 satta support, with free Client (Client Software),

Supply, Installation, Testing & Commissioning of Client Software PC for VMS Software, Supply, Installation,

A15.154 1 Testing and Commissioning of Workstation Window 7, 64 bit, core i5 processor, Ram 4 GB, DVD- RW, 1 gbps NOS.

NIC port, with keyboard , mouse and 21.5 inch lcd as per tender specification

Supply, Installation, Testing & Commissioning of 6 TB Enterprice Level SATA-II Harddisk for Recording Storage

as per tender specification

Supply, Installation, Testing and Commissioning of 55" LED,55" SMART,FHD,SLIM, 3-HDMI,2-USB,1-VGA, AV &

A15.156 2 RF IN Hospitality Home Menu,WIFI BUILT IN, BLUTOOTH, SCREEN MIRRORING, SMART HUB, USB Cloning, NOS.

Supply, Installation, Testing & Commissioning of unmanageable networking switch, 8 # 10/100/1000 BT ports,

8ports providing PoE as

A15.158 6 SITC of 8port loaded patch panel with all require accessories Nos. 2,250.00

A15.159 1750 SITC of CAT-6 Cable Rmt 36.00

A15.160 15 SITC of CAT-6 to CAT-6 Signal Booser with IP67 Junction Box NOS. 4,500.00

Item No. Description of item Unit RATE Total Amount

Item No. Description of item Unit RATE Total Amount

Data Networking & EPABX System

A15.161 3 Supply, installation,testing and commissioning of Cat 6 Cable in 305 meter bundle Bundle 9,760.00

A15.162 150 Supply, installation, testing and commissioning of 1.5 mtr. Cat 6 Patch cord Nos. 125.00

A15.163 35 SITC of CAT - 6 I/O with MS back box & all require accessories Nos. 900.00

A15.164 35 SITC of single face plate and back box with all require accessories Nos. 200.00

A15.165 R/O SITC of dual face plate and back box with all require accessories Nos.

A15.166 2 SITC of 24port loaded patch panel with all require accessories Nos. 3,025.00

Supply, installation, testing and commissioning of Layer 2 networking switch, 24 # 10/1000 BT ports copper

A15.167 1 24ports providing, min. 2 shared mini-GBIC/SFP ports suitable for single mode fiber optics based ring topology Nos.

configuration, supporting transceivers upto 2000mtrs.

Supply, installation, testing and commissioning of Layer 3 networking switch, 24 # 10/100/1000 BT ports

A15.168 1 copper, 24ports providing, min. 2 shared mini-GBIC/SFP ports suitable for single mode fiber optics based ring Nos.

topology configuration, supporting transceivers upto 2000mtrs.

Supply, installation, testing and commissioning of IP EPABX below mention configuration:

A15.169 1 8 Trunk Line Nos.

32 Analog exts.

built in 2 port auto attendent

Binatone Contact 700 (Caller ID & Speaker Phone )

A15.171 8 10 Pair MDF Nos. 2,200.00

A15.172 6 Supply, installation, testing and commissioning of 15U Rack Nos. 9,300.00

SCHEDULE A16 - MACHINERY & VEHICLES FOR O&M

Abstracts Sheet

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A14.1 1.00 Bulldozer No. 14000000.00

Operating mass: 12170 kgs; Cubic capacity/Displacement (cc): 6490 cc, Max rated power: 100 hp, Max torque:

465.8 Nm, Rated rpm at Max Torque: 1100 rpm, No. of cylinders: 6, Bore: 105 mm, Stroke: 125 mm, Cooling

system: water, Compression ratio: 15.01, Type of fuel injection system: direct fuel injection, Torque rise percentage:

max; Minimum ground clearance: 350 mm, Machine dimensions: L 4700 mm X W 3350 mm X H 2870 mm, Type of

gear box: Sliding mesh type, Number of speeds forward: 4, Number of speed reverse: 3, Max forward speed:

kmph, Max reverse speed: 3.2 kmph, Gear ratio: 4F3R; Final drive ratio: 10.07. Sprocket type: integral hub design,

Number of sprockets: 2, Sprocket’s location: track, Type of fuel filters: Spin on full flow, No. of fuel filters: 2; Type of

steering: dry multiple disc spring type control hand operated with spring booster; Fuel tank capacity: 240 ltrs; Under

carriage. Under carriage type: semi rigid equalizer bar type. Type of track: standard chain type; Track explanation:

box selection high tensile strength steel construction. Track gauge: 1600 mm. Track pitch: 1600 mm. No of track

rollers: 5 (each side), No of carrier rollers: 2 (each side), No of track shoes: 38 (each side); Shoe width: 400 mm;

Optional shoe width: 500 mm, Ground pressure (Kpa): 73, No of idlers: 01 each side, Blade attachment 1 (standard

machine): Angle blade, Type of blade: Angle blade; Blade/dozing capacity (cum): 2, Mass of dozer blade

attachment: 1470 kg; Blade width: 3350 mm; Blade Height: 865 mm; Ripper attachment: No; Number of

segments/shanks: 0; Max digging depth: 0 mm; Max lifting height: 0 mm; Weight of ripper: 0 kg; Transmission oil

capacity: 34 ltrs, Hydraulic oil capacity: 50 ltrs, Hydraulic oil change interval in hrs: 1000; Battery type: Lead acid

flooded, Battery rating: 2X12V, 150 Ah; Electric alternator: yes; Type of electric starter: 24V, 7.5 kw; Light type:

halogen lamp; No. of lights: 4, Front lights: yes, Rare lights: yes; Hour meter: yes; Fuel gauge: yes; Coolant temp

gauge: yes; Battery charge indicator: yes; Engine oil pressure gauge: yes; Cabin/canopy: all round visible cabin with

easy walk through access: canopy; Horn: yes; Reverse alarm: yes; Seating plan: yes; Paint: yes

A14.2 1.00 Front end loader with backhoe No. 4145000.00

Max engine power at rated rpm: 55 kw; Type of wheel drive: two-wheeler; Type of loader bucket: bottom dump;

Loader budket capacity: 1 cum; Backhoe bucket capacity: 0.26 cum; Max torque at rated rpm: 440 Nm; Vehicle

emission compliance: CEV Stage-V; Fuel type: Diesel; Type of wheel drive: two-wheel drive; Operating weight:

kgs; Type of tyre: heavy duty; Max turning radius: 3100 mm; Max tuning radius without breaks: 4500 mm;

Type of loader bucket: bottom dump; Loader bucket capacity: 1cum; Loader bucket dump height: 2.74 m; Loader

bucket payload: 1650 kg; Backhoe bucket capacity: 0.26 cum; Backhoe bucket digging depth: 4.77 m; Backhoe

bucket reach from swing pivot: 5.4 m; Backhoe bucket cutting height: 5.97 m; Complete vehicle certification

A14.3 1.00 Excavator No. 4055000.00

Operating weight: 8050 kgs; Shipping weight: 8050 kgs; Bucket capacity: 0.32 cum; Engine max Hp: 76 hp; Max

digging depth: 4000 mm; Max cutting height: 7100 mm; Max loading height: 5400 mm; Type of excavator: crawler;

Electrical system: 12 v; Operating weight: 8050 kgs; Bucket capacity: 0.32 cum; Standard boom length: 3700 mm;

Standard length: 1740 mm; Ground pressure: 0.38 kg/cm2; Fuel tank capacity: 164 ltrs; Digging tool used: bucket

A14.4 1.00 Tractor No. 1350000.00

Engine HP: 63HP; No. of cylinders: 03; Rated RPM: 2200 rpm; Max Torque: 275 Nm; Clutch: Dual Clutch

Gear box: 8F+8R; Gear box type: constant mesh; Max forward speed: 31.3 kmph; Max reverse speed: 17 kmph;

Hydraulic lift capacity: 2050 kgf; Hydraulic pump flow rate @ rated rpm: 40 lpm; Steering type: power; Tyre:

front=7.5X16; Rear=16.9X28; Fuel tank capacity: 65 ltrs; Total weight: 2430 kg; Wheel base in mm: 1980;

Ground clearance in mm: 420; Styling bannet: Smart; Pedals: pendant; PTO RPM: 540@1789 rpm; PTO power:

53; PTO type: quadra

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A14.5 1.00 Trailer No. 84000.00

Type: Semi Trailer; Type of platform: Tipping; Sideboards: Fixed sideboards; Capacity of Trailer: 5 tons; Tolerance:

±5%; No. of wheels: 2; Overall width of trailer measured between extreme points: >2<=2.5 meter; Overall length of

platform: >3.5<=5 meter; Axle assembly wheel track: 1500 mm; Ground clearance: 300 mm; Material used for

fabrication of trailer as per clause-5, Table-1 of IS: 8213 (latest); Pneumatic tyres and rims conforming to IS

A14.6 2.00 Water tanker/leachate tanker No. 100000.00

Type: Semi Trailer (single axis); Tanker capacity: 3000 Ltrs; Capacity of Trailer: 3 tons; Tolerance±5%; No. of

wheels: 2; Tanker material: Mild steel; Tanker sheet thickness: 3 mm

SCHEDULE A17 - Miscellaneous

Abstracts Sheet

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.1 1 Consultant for Design and Engineering inlcuding Civil, Structural and MEP Job 2500000.00

A17.2 1 Consultant for EIA / EC, CTE & CTO Job 1535000.00

Admin Building Furniture

A17.3 1.00 Cabin Table Nos 45000.00

Laminate Top Finish (Size: 2100L X 800D x 750Ht mm) with Side Cabinet (Size: 1350L x 400W x 700H mm)

Supply, delivery, and installation of modular table as per approved design and drawing complete with worktop, MS

frame, partition, cable management, and accessories as detailed below:

Main Table Top: Main worktop made of 35mm thick pre-laminated particle board (PLPB) with uniform wood

grain finish on both sides finished with 2mm thick machine- pressed PVC edge banding on all exposed edges using

hot-melt adhesive Surface to be scratch resistant, stain resistant and easy to maintain.

Modesty Panel / Front Panel: Made of 18 mm thick PLPB matching table finish, Fixed rigidly with concealed fittings,

Provides privacy and structural rigidity

Pedestal Storage Unit: Made of 18 mm thick pre-laminated particle board with matching finish, comprising:

• 1 cupboard with lockable door

• 3 drawers with sliding mechanism and handles

• Open shelf compartment suitable for CPU/Books

All necessary hardware, fittings, fasteners, accessories, and installation, leveling, and commissioning at site

A17.4 5.00 Single linear type workstation (Size: 1000L x 600W x 750H mm) Nos 22000.00

Supply, delivery, and installation of modular workstation (Single seater linear type) as per approved design and

drawing complete with worktop, MS frame, partition, cable management, and accessories as detailed below:

a) Worktop made of 25 mm thick pre-laminated particle board with 2 mm PVC edge banding, finished in approved

shade and texture.

b) Mild steel frame made from minimum 1.2 mm thick MS rectangular/square tube, powder coated with minimum

60–80 microns thickness, including legs, beams, supports, and fasteners.

c) Desk-mounted privacy partition made of 12–18 mm thick MDF/board, finished with fabric or laminate, height

300–450 mm above tabletop.

d) Integrated cable management system including under-table cable tray, grommet holes with caps, and

concealed wire routing provisions.

e) Central modesty divider provided between two users

f) All necessary hardware, fittings, fasteners, accessories, and installation, leveling, and commissioning at site

Storage Pedestal (Under-Table): Mobile / fixed pedestal made of 18 mm thick PLPB with laminate as per selction.

Consisting of: One drawer and one shutter unit, Central locking arrangement, Soft-close telescopic channels and

hinges, All edges finished with 2 mm PVC edge banding, Handles made of powder-coated metal / ABS

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.5 11.00 Filing Cabinet (height: 2100mm) Sqmt 16000.00

Supplying and placing in position low storage unit comprising 2100 mm height base unit as per approved design and

drawing, comprising:

• Made of 18 mm thick pre-laminated particle board (PLPB) with uniform finish

• All working and non-working edges provided with 2 mm thick machine-pressed PVC edging using special hot-melt

glue at high temperature

• Unit fitted with openable shutters with hinges, handles, and locking arrangements

• Adjustable shelf made of 18 mm thick PLPB with uniform finish

• Complete as per approved sample and as per direction of architect

A17.6 6.00 Shutters and Drawers Under pantry platform Sqmt 15000.00

Providing and fixing shutters and drawers under pantry platform as per approved design and drawing, comprising:

• Frame made of 18 mm WPC panel with 1 mm laminate finish

• Shutters made of 18 mm thick WPC with 1.0 mm laminate finish

• 2 mm thick PVC beading provided all around the shutter

• S.S. hinges, soft-close channels, handles, stoppers, and magnetic catch as directed

• All internal surfaces finished with 0.80 mm thick balancing laminate

• Complete as per approved sample and as per direction of architect

A17.7 3.00 Over head storage above pantry platform Sqmt 12000.00

Providing and fixing over head storage shutters above pantry platform as per approved design and drawing,

• Frame made of 18 mm WPC panel with 1 mm laminate finish

• Shutters made of 18 mm thick WPC with 1.0 mm laminate finish

• 2 mm thick PVC beading provided all around the shutter

• S.S. hinges, soft-close channels, handles, stoppers, and magnetic catch as directed

• All internal surfaces finished with 0.80 mm thick balancing laminate

• Complete as per approved sample and as per direction of architect

A17.8 1.00 Revolving High Back Chair with Headrest Nos 18000.00

1) Seat/Back Assembly: Seat made of insert-moulded Polyurethane Foam upholstered with foam-laminated

mesh fabric over a load-bearing plastic seat cover.

Back made of two-piece injection-moulded frame; inner frame upholstered with mesh fabric.

Adjustable lumbar support for ergonomic seating.

Dimensions (Nominal ± tolerance):

Seat: 52.5 cm (+3 cm) W × 51 cm (+2 cm) D

Back: 48.5 cm (+2 cm) Max W × 62 cm (+3 cm) H

Effective back height from seat: 57 cm (+3 cm)

2) Polyurethane Foam: Density 75 ± 4 kg/m³, Hardness 34 ±

3) Armrests (Adjustable): Injection-moulded polyurethane top, height adjustable 4–5 cm in 3 steps, width adjustable.

Arm Top Out-to-Out: 62–65 cm, Centre-to-Centre: 53–56 cm

4) Front Pivot Synchro Mechanism: 360° revolving, single-point control, front pivot tilt with feet resting on ground, tilt

tension adjustment, 3-position locking with anti-shock feature

5) Connecting Spine Bracket: Aluminium die-cast connecting back with mechanism

6) Pneumatic Height Adjustment: Adjustment range 8.5 ± 1 cm

7) Pedestal Assembly: Die-cast aluminium with 5 twin-wheel castors; pedestal height 65 ± 3 cm; pitch center dia.

8) Twin-Wheel Castors: Injection-moulded Nylon, wheel dia. 6 ± 2 cm

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.9 15.00 Revolving Mid Back Chair Nos 8500.00

1) Seat/Back Assembly:

Seat made of insert-molded Polyurethane Foam upholstered with foam-laminated mesh fabric over a load-bearing

plastic seat cover.

Back made of single-piece injection-molded frame, inner frame upholstered with mesh fabric.

Adjustable lumbar support for ergonomic seating.

Dimensions (Nominal ± tolerance):

Seat: 50–53 cm W × 48–51 cm D

Back: 45–48 cm W × 50–55 cm H

Effective back height from seat: 50–54 cm

2) Polyurethane Foam: Density 75 ± 4 kg/m³, Hardness 32–36

3) Armrests (Adjustable): Injection-molded polyurethane top, height adjustable 3–5 cm, width adjustable. Arm Top

Out-to-Out: 60–64 cm, Centre-to-Centre: 50–54 cm

4) Front Pivot Synchro Mechanism: 360° revolving, single-point control, front pivot tilt with feet resting on ground, tilt

tension adjustment, 3-position locking with anti-shock feature

5) Connecting Spine Bracket: Aluminum die-cast connecting back with mechanism

6) Pneumatic Height Adjustment: Adjustment range 8 ± 2 cm

7) Pedestal Assembly: Die-cast aluminum with 5 twin-wheel castors; pedestal height 62 ± 2 cm; pitch center dia.

8) Twin-Wheel Castors: Injection-molded Nylon, wheel dia. 6 ± 1 cm

A17.10 10.00 Paneling on Column / wall Sqmt 4500.00

Providing and fixing wooden paneling with groove pattern on walls / columns, comprising 12 mm thick commercial

plywood fixed over approved framework / wall surface, complete in all respects as per approved drawings and

directions of the Engineer-in-Charge.

Paneling & Groove Pattern

Providing and fixing 12 mm thick commercial plywood, fixed to wall / aluminum / wooden framework using approved

screws, plugs or fasteners.

Providing groove pattern on plywood surface as per approved design and drawings, with grooves of uniform width

and depth, machine-cut to achieve a neat and consistent appearance.

Groove spacing, alignment and pattern shall be as approved by the Engineer-in-Charge.

Providing and fixing 1.0 mm thick decorative laminate of approved make and shade over grooved plywood using

approved adhesive.

All exposed edges finished with matching laminate / PVC edge band / wooden beading. Surface shall be smooth,

uniform and free from waviness, bubbles or defects.

Measurement shall be in square metres (Sqm) of finished paneling area from finished floor level to Existing slab.

(Visible and invisible surface will be consider for Measurement)

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.11 22.00 Solid / partly glazed door Sqmt 14000.00

Providing and fixing solid / semi-glazed door shutter made of 30 mm thick flush board, conforming to IS: 2202, fixed

in aluminium / wooden frame, complete in all respects as per approved drawings and directions of the Engineer-in-

Door shutter core shall be 30 mm thick solid / block board, factory bonded under pressure. Both faces finished with

1.0 mm thick decorative laminate of approved make and shade, fixed using approved adhesive. All exposed edges

finished with matching laminate / hardwood lipping, neatly polished.

Vision Panel: Providing and fixing 8 mm thick clear float glass in the shutter for vision panel, size and location as per

drawings. Glass shall be fixed with first-class wooden beading, neatly finished and securely held.

Hadware: Stainless steel butt hinges, 125 mm (5") – 3 Nos, mortice lock, Hydraulic door closer, Door stopper,

Handles and all necessary fixing accessories

Measurement shall be in square metres (Sqm) of door shutter area.

A17.12 111.00 Gypsum board False ceiling Sqmt 1600.00

Providing and fixing false ceiling at all heights, including providing and fixing framework made of GYPSTEEL

ULTRA / equivalent special sections, power pressed from MS sheets and galvanized with zinc coating of

gms/sqm (both sides inclusive), conforming to IS: 277, complete in all respects as per drawings, specifications and

directions of the Engineer-in-Charge.

Framework: Angle cleats of size 25 mm wide × 1.6 mm thick with flanges of 27 mm and 37 mm, fixed at 1200 mm

centre-to-centre. One flange fixed to the ceiling with dash fasteners 12.5 mm dia × 50 mm long with 6 mm dia bolts.

Other flange fixed to angle hangers of size 25 × 10 × 0.50 mm of required length using nuts and bolts.

Angle hangers fixed to G.I. intermediate channels of size 45 × 15 × 0.9 mm, spaced at 1200 mm centre-to-centre.

Ceiling Sections: Ceiling section of 0.5 mm thickness, bottom wedge 80 mm with tapered flanges of 26 mm each

and lips of 10.5 mm, fixed at 450 mm centre-to-centre perpendicular to intermediate channels.

Ceiling sections connected using connecting clips made from 2.64 mm dia × 230 mm

long G.I. wire at every junction.

Perimeter Channels: Providing and fixing perimeter channels of 0.5 mm thickness, 27 mm high with flanges of

20 mm and 30 mm, fixed to walls / partitions using rawl plugs at 450 mm centre-to- centre and 25 mm long drywall

screws at 230 mm intervals.

Gypsum Board: Providing and fixing 12.5 mm thick tapered edge gypsum plain boards, conforming to IS:

(Part-I): 2011, with BIS certification mark. Boards fixed to ceiling sections and perimeter channels using drywall

screws of size 3.5 × 25 mm at 230 mm centre-to-centre.

Jointing & Finishing: Jointing of boards with recommended jointing compound and jointing tape. Finishing with

three layers of jointing compound, covering up to 150 mm on both sides of joints, to achieve a smooth and flush

surface. Application of two coats of primer suitable for gypsum boards.

Cut-outs & Accessories: Including cost of making openings for light fittings, air-conditioning grills, diffusers, and

other services, with cut-outs properly framed using perimeter channels and reinforced suitably.

Vertical drop / patta up to 150 mm shall not be measured separately; only height beyond 150 mm shall be

paid extra. Measurement shall be in square metres (Sqm)

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.13 24.00 PVC False ceiling Sqmt 2500.00

Providing, supplying and fixing PVC False Ceiling of approved make and shade, complete in all respects, as per

drawings and directions of the Engineer-in-Charge.

PVC Ceiling Panels: Panels made of high-quality rigid PVC (Polyvinyl Chloride), fire-retardant and moisture-

resistant. Panel thickness: 8–10 mm (minimum). Width: 200–300 mm interlocking type. Surface finish: smooth /

matt / glossy / wood finish as approved. Panels to be termite-proof, corrosion-proof and washable.

Supporting Framework: Framework made of GI / aluminium sections comprising: GI perimeter angle fixed to wall

with suitable rawl plugs and screws. Intermediate runners and cross members for proper alignment. GI sections to

be galvanized with minimum 120 GSM zinc coating. Framework to be rigid and capable of supporting ceiling load.

Suspension System: Ceiling suspended from RCC slab / roof using: GI hanger wires / rods at max 900 mm c/c.

Proper anchoring using dash fasteners / ceiling anchors. Leveling to be done accurately using spirit level / laser

Fixing & Installation: PVC panels to be fixed on framework using SS / GI screws, Panels to be interlocked tightly

to avoid sagging or gaps, Proper allowance for thermal expansion to be provided, All joints to be straight, uniform

and aesthetically finished

Cut-outs & Accessories: Necessary cut-outs for: Light fittings, Ceiling fans, AC diffusers, Smoke detectors /

sprinklers, Decorative PVC cornice / moulding at wall-ceiling junction (if required)

Measurement & Payment: Measurement shall be in square metres (sqm) of finished ceiling Rate to include:

Supply of materials, Framework, Fixing, Cut-outs, All tools, tackles and scaffolding

A17.14 10.00 Kitchen platform / Washbasin counter with graniate stone top RMT 10500.00

Providing and fixing Sandwiched Granite stone and kota as Kitchen platform / Washbasin counter of width 0.60 to

0.70 mt with 18/20mm thick granite stone of approved color + 30mm Cm in 1:4 + 25mm kota stone one side

polished in one piece for kitchen / platform. The joint shall be filled with white cement with pigments to match the

color of the stone. The cutouts for Kitchen sink / Basin if required shall be provided as per drawing. The platform

shall be supported on pair of polished kota stone @ 0.75 to 0.90 m c/c filled with cement slurry. It shall include facia.

The facia and other edges shall be duly chamfered / rounded as per drawing. finished sizes shall be measured &

paid for as directed complete as per detailed drawings & directed by E.I.C. [Basic Rate of Granite: 1500 Rs/sqm]

A17.15 414.00 Wall painting ( Two Coats ) with Royal paint Sqmt 330.00

Wall painting ( Two Coats ) with Royal paint of approved brand and manufacture on ceilings and sloping roofs

surfaces to give and even shade including thoroughly brushing the surface free from mortar dropings and other

foreign matter and sand papered smooth with two coat of primer and two coats of wall putty of approved brand at all

floor and heights.

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.16 4.00 Providing and fixing wash down type Wall Hung Water Closet (WC) of approved make and colour, with integral P- Nos 27000.00

trap / S-trap, including jointing the trap to soil pipe with cement mortar 1:1 (1 cement : 1 fine sand), complete in all

respects, as per directions of Engineer-in-Charge.

Water Closet (WC): Wall hung wash down type WC with integral P or S trap suitable for concealed installation

Seat & Cover: Soft close plastic seat and cover

Concealed Cistern: Concealed type flush cistern with dual flush facility

Flush & Plumbing Accessories: CP brass flush pipe and bend connecting cistern to WC, CP / brass angle cock

with wall flange, All necessary connectors, nipples, gaskets and fittings, chair bracket, Complete connection with

water supply and soil pipe

Installation: WC fixed true to line and level on wall with suitable brackets / frame, All joints properly sealed to

prevent leakage, Testing of flushing system after installation

Approved Make: Hindware, CERA, Jaquar

A17.17 2.00 Providing and fixing table top / flat back type wash basin of approved make, 450 mm × 400 mm size, in white Nos 11500.00

colour, complete in all respects, as per directions of the Engineer-in-Charge.

Wash Basin: Flat back / table top wash basin made of vitreous china, Size: 450 mm × 400 mm, Colour: White,

Smooth, non-porous glazed finish With overflow arrangement

Spout & Accessories: Wall hung stainless steel (SS) spout of approved design and make, Waste coupling (brass /

CP) with necessary washers, Bottle trap (brass / CP), angle cock including all fittings All accessories to be corrosion

Fixing & Installation: Cutting holes in platform / counter for basin and fittings as required, Making good the surface

after fixing including sealing, Basin fixed true to line and level using approved brackets / adhesive, Proper sealing

with silicone sealant to prevent leakage

Approved Make: Hindware, CERA, Jaquar

A17.18 1.00 Providing and fixing Stainless Steel (S.S.) sink, single bowl with drain board, of approved size and make, Nos 11000.00

complete in all respects, as per drawings and directions of the Engineer-in- Charge.

Sink: Sink made of high-grade stainless steel (AISI 304), Type: Single bowl with drain board, Finish: Satin / Matt,

Thickness: Minimum 1.0 mm, With provision for tap hole

Spout & Accessories: Wall hung stainless steel (SS) piller spout of approved design and make, Waste coupling

(brass / CP) with necessary washers, angle cock, C.P. braided flexible hose 450 / 600 mm long, with nuts, rubber

washers and nipple complete, including all fittings All accessories to be corrosion resistant

Fixing & Installation: Cutting holes in platform / counter for basin and fittings as required, Making good the surface

after fixing including sealing, Sink fixed true to line and level using approved brackets / adhesive, Proper sealing

with silicone sealant to prevent leakage

Approved Make: Hindware, CERA, Jaquar (Sink: Nirali)

A17.19 2.00 Providing and fixing health faucet with required length of flexible tube, clamp and bracket for fixing to wall as per Nos 2100.00

Approved Make: Hindware, CERA, Jaquar

A17.20 4.00 Providing and fixing in position CP brass Two way Bib Cock with cover flange plate including CP brass extension Nos 2500.00

nipple wherever required and all necessary fittings etc complete.

Approved Make: Hindware, CERA, Jaquar

A17.21 2.00 Providing and fixing in position CP brass Stop Cock with cover flange plate including CP brass extension nipple Nos 2400.00

wherever required and all necessary fittings etc complete.

Approved Make: Hindware, CERA, Jaquar

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.22 3.00 Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass mounted on 6mm thick A.C. sheet or Nos 4000.00

plywood sheet and fixing to wooden pluge with C.P. brass screws and washers.

A17.23 3.00 Supply, storing, installation and testing towel ring, with concealed type brackets fixed, to the wall, with CP brass Nos 1800.00

screws, etc. complete.

A17.24 3.00 Supply, storing, installation and testing liquid soap dispenser with CP / SS cap and bracket, fixed to wall with CP Nos 1800.00

brass screw, etc. complete

A17.25 20.00 Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation RMT 330.00

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

Approved Make: Supreme, Prince Pipes, Finolex, Astral

A17.26 30.00 Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation RMT 400.00

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

Approved Make: Supreme, Prince Pipes, Finolex, Astral

A17.27 50.00 Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation RMT 500.00

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

Approved Make: Supreme, Prince Pipes, Finolex, Astral

A17.28 25.00 Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation RMT 600.00

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

Approved Make: Supreme, Prince Pipes, Finolex, Astral

A17.29 10.00 Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE RMT 800.00

having National Sanitation Foundation (NSF) seal for potable water of following dia. nominal

bore tube fittings and clamps including making good the wall, ceiling and floor etc. complete.

Approved Make: Supreme, Prince Pipes, Finolex, Astral

A17.30 2000.00 Providing erecting and fixing double coated PVC water tank of required capacity each with all necessary fittings and Liter 20.00

connection etc. complete on terrace

Approved Make: Supreme, Sintex

Fire Fighting work

A17.31 4.00 Providing, supplying and fixing CO₂ type Fire Extinguisher – 4.5 kg capacity, ISI marked aluminium cylinder, Nos 18000.00

suitable for electrical and Class B fires, complete with discharge horn, wall mounting bracket and accessories.

A17.32 6.00 Providing, supplying, installing, testing and commissioning Photoelectric type Smoke Detector, conventional, Nos 4000.00

conforming to IS:2189, complete with base, wiring connections and all accessories, including fixing on ceiling as per

drawings and directions of Engineer-in-Charge.

A17.33 1.00 Providing and fixing Manual Call Point (MCP), break-glass type, ISI marked, complete with enclosure and wiring Nos 1800.00

A17.34 1.00 Providing and fixing Electronic Hooter / Sounder with flasher, suitable for fire alarm system, complete with wiring Nos 2400.00

and mounting accessories.

A17.35 1.00 Providing, supplying and fixing Fire Alarm Control Panel (FACP),conventional, complete with power supply, battery Nos 30000.00

backup, indications, testing and commissioning.

Item Estimated Description of item Unit RATE Total Amount

Item Estimated Description of item Unit RATE Total Amount

A17.36 150.00 Providing and laying FRLS / FRLSH copper cable 2C x 1.5 sqmm in PVC conduit including termination. for fire RMT 300.00

alarm system in PVC conduit / casing & capping, including termination, testing and identification.

A17.37 1.00 Testing, commissioning and handing over of complete Fire Extinguisher & Smoke Detection System, including Job 20000.00

submission of test reports, drawings and demonstration to client / staff.