Tender for Design, Engineering, Procurement, Construction, Operation & Maintenance of Refuse Transfer Station (RTS) in East Zone of Morbi Municipal Corporation

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (2026)

SECTION 1: PRICE BID

1 Price Bid Format

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

Name of the work: Tender for Design, Engineering, Procurement, Construction, Operation &

Maintenance of Refuse Transfer Station (RTS) in East Zone of Morbi Municipal Corporation

Sr. No. Work Bidder’s Quote (in INR)

(Excluding GST)

Part A: Capital Cost (CAPEX)

Design, Engineering, Procurement, Construction,

installation, testing, commissioning of complete

1 Refuse Transfer Station (RTS) including procurement

and delivery stationary compactors, containers and

hook loader vehicles as per the Tender conditions

Part B: Operation and Maintenance (OPEX)

Comprehensive Operation and Maintenance

including all activities, services, manpower,

equipment, consumables, spares, and reporting to

ensure continuous, safe, and compliant operation of

the RTS in accordance with the Tender conditions

and applicable laws.

7 Total Amount (INR) without GST

7 Total Amount (INR) without GST

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (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 RTS. The EPC Lump-Sum Price shall be inclusive of all costs,

including but not limited to:

 Surveys, investigations, detailed engineering and drawings

 Civil, electrical, mechanical and instrumentation works

 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 in the BOQ.

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 tender.

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.

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

Tender for Construction and O&M of RTS in East Zone of MRMC (2026)

3 Payment Conditions

A. General Payment Conditions

i. The Contract Price shall comprise:

 EPC Contract Price / CAPEX (one-time, milestone-based), and

 O&M Contract Price / OPEX (recurring, performance-linked for 5 years).

ii. All payments shall be released only after certification by Employer or its authorised

representative.

iii. Payments shall be subject to:

 Achievement of milestones or KPIs, as applicable.

 Submission of required documents

 Statutory deductions and taxes as applicable

iv. Any Deficiency of Service shall entitle MMC to withhold, deduct, or recover payments

as per the Contract.

B. EPC Phase - Milestone-Based Payment Schedule

Payment Linked Milestone Payment Release Conditions Payment

No. Milestone Description (% of

P-1 M-1 Detailed Engineering Approval of all civil, structural, 5%

& Drawings Approval mechanical, and electrical

drawings and layouts

M-2 Procurement of Major Submission of confirmed purchase

Equipment orders

containers & hook

loader vehicles)

P-2 M-3 50% Completion of Certification of completion of 15%

Civil & Structural approx. 50% of civil & structural

Works works including foundations,

superstructure, tipping platforms,

internal roads, RCC structures,

buildings, and utilities as listed in

related project milestone

P-3 M-4 100% Completion of Certification of full completion of all 20%

Civil & Structural civil & structural works including

Works buildings, drainage, roads,

platforms, rooms, and ancillary

facilities as per the related project

P-4 M-5 Delivery of Physical delivery and inspection 30%

Mechanical acceptance of compactors,

containers, hook loader vehicles

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (2026)

Equipment & Vehicles

P-5 M-6 Installation of Installation completion certificate; 15%

Mechanical & systems ready for trial run

Electrical Systems

P-6 M-7 Testing, Trial Run & Successful integrated trial run 15%

Commissioning under load conditions

EPC Completion & Submission of as-built drawings,

Provisional O&M manuals; issue of Provisional

Acceptance Acceptance Certificate

C. O&M Phase Payment Schedule (5 Years)

i. Commencement of O&M Payments

O&M payments shall commence only after successful commissioning and issuance of

the Provisional Acceptance Certificate for the Refuse Transfer Station (RTS).

ii. Monthly Payment Basis

O&M payments shall be made on a monthly basis, subject to certification of

performance and compliance with Key Performance Indicators (KPIs).

iii. Contracted Per-Ton Rate

For each O&M Year, the Contracted Per-Ton Rate shall be derived as follows:

 Contracted Per-Ton Rate = (Annual O&M Contract Price for the respective

year) ÷ (Estimated Annual Quantity for that O&M Year)

The estimated quantities for each O&M Year shall be as follows:

O&M Estimated Quantity Estimated Quantity Estimated Quantity

Year of Waste to be of Waste to be of Waste to be

handled per day handled per month handled per year

(Tons per day) (Tons per month) (Tons per annum)

iv. Monthly Payment Calculation

For each month during the O&M Period, payment shall be calculated as follows:

A = Actual quantity handled during the month (in tons)

E = Estimated monthly quantity for the respective O&M Year (in tons)

R = Contracted Per-Ton Rate of the respective O&M Year

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (2026)

Case 1: If A ≥ E

Monthly Payment shall be calculated as per the following formula:

Monthly Payment = A × R

(Full per-ton rate shall be applicable for actual quantity handled.)

Case 2: If A < E

Monthly Payment shall be calculated as per the following formula:

Monthly Payment = {A×R} + {(E - A) x R x 75%}

 Full per-ton rate shall be payable for actual quantity handled; and

 For the shortfall quantity (E − A), payment shall be made at 75% of the

contracted per-ton rate of respective O&M year.

v. Measurement of Waste Quantity handled

Waste quantity shall be determined based on weighbridge records maintained at the

RTS and/or designated processing/disposal facility or as suggested by MRMC, as the

case may be. Monthly quantity shall be verified and certified by the authorized

representative of MRMC.

vi. Tampering with Weighment Records

Any tampering, manipulation, misreporting, interference, or fraudulent activity of any

kind in relation to the measurement of waste quantity handled at the Refuse Transfer

Station (RTS), including but not limited to:

 Alteration of weighbridge readings or data;

 Manipulation of electronic weighbridge software or hardware;

 Falsification of weighment slips, registers, or digital records;

 Collusion with drivers, operators, or third parties to mis-state quantities;

 Obstruction or interference with inspection, monitoring, or audit processes;

shall be treated as a serious default and material breach of Contract.

Upon detection or reasonable determination of such tampering by Morbi Municipal

Corporation (MMC), the following actions may be taken, without prejudice to other

contractual rights:

 Immediate withholding of pending payments;

 Levy of Liquidated damages as decided by the Municipal Commissioner,

MRMC. This shall not be subject to the maximum limit of LD mentioned in the

 Recovery of any excess payments made to the Contractor;

 Invocation of Performance Security;

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (2026)

 Suspension of O&M operations;

 Termination of the Contract;

 Blacklisting / debarring of the Contractor, as applicable.

The Contractor shall ensure full transparency in weighment operations and shall

provide unrestricted access to MRMC or its authorized representatives for inspection,

verification, data extraction, and audit at any time during the Contract Period.

Tampering with weighment systems shall be classified as a Critical Deficiency of

Service, not subject to routine cure periods, and may warrant immediate contractual

vii. KPI Compliance

Monthly O&M payment shall be released only after certification by the authorized

representative of Morbi Municipal Corporation (MMC) confirming the achievement of

applicable KPIs for the month.

viii. Deduction of Liquidated Damages for non-compliance of KPI

In case of KPI shortfall or Deficiency of Service, deductions shall be applied as per the

Penalty / Liquidated Damages provisions of the Contract. Such deductions shall be

made from the calculated monthly payment.

ix. Persistent Deficiency of Service

Persistent or repeated Deficiency / Default in Service by the Contractor may result in

withholding of payments, invocation of Performance Security, Termination of Contract,

and/or Blacklisting of the contractor, as applicable.

x. Final O&M Payment

Final O&M payment shall be released only after:

 Successful completion of the O&M period;

 Final handover of assets in acceptable working condition;

 Submission of all required reports and documentation.

xi. Adjustment of Recoveries

Any recoveries due to penalties, deficiencies, damages, or statutory liabilities shall be adjusted

before final settlement of O&M payments.

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (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 in completion of milestone during

Construction Stage shall be Rs. 25,000.00 per week or part thereof subject to a

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

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 final completion of

construction phase 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 Submissions

i. If the Contractor fails to submit any documents specified in Appendix-2 (Submission

Schedule) 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 in submission of document during

Construction Stage shall be Rs. 1,000.00 per day subject to a maximum cap of 10%

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

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

scheduled submission date up to the date on which the submission actually done by

the Contractor.

Volume IV: Price Bid Page

Tender for Construction and O&M of RTS in East Zone of MRMC (2026)

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

i. During the Five (5) year O&M period, failure to meet Performance Standards and KPIs

specified in the Volume III of the Tender document, shall attract Liquidated Damages

and/or deductions from monthly O&M payments.

ii. The Employer may levy deductions Rs. 5,000.00 per instance or per day (as

applicable), unless otherwise specifically mentioned in the Tender including the

KPI clause of Volume III. The deduction of LD shall be subject 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. 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.

D. 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.

E. 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

Tender for Construction and O&M of RTS in East Zone of MRMC (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), Conditions

of Contract, Employer’s Requirements, Scope of Work, Technical Specifications,

Drawings, and Price Bid.

Volume IV: Price Bid Page

RECAPITULATION SHEET

Name of Work: Tender for Design, Engineering, Procurement, Construction, Operation & Maintenance of

Refuse Transfer Station (RTS) in EAST Zone of Morbi Municipal Corporation

PART-A: CAPITAL EXPENDITURE (CAPEX)

S. No. Section Perticular Amount (Rs.)

A.1 SECTION - 1 CIVIL WORKS, STRUCTURAL STEEL WORKS,

DRAINAGE WORKS, PLANTATIONS

RECHARGE WELL, TUBE WELL, & MISC.

A.2 SECTION - 2 FURNITURE ITEMS

A.3 SECTION - 3 ELECTRICAL AND LIGHTING WORKS

A.4 SECTION - 4 FIRE FIGHTING WORKS

A.5 SECTION - 5 MACHINERY AND VEHICLES

Sub Total A: Estimated Capital Cost without GST

PART-B: OPERATIONAL EXPENDITURE (OPEX)

S. No. Perticular Amount (Rs.)

B.2 SECOND YEAR

B.4 FOURTH YEAR

Sub Total B: Estimated Operational Cost without GST

Total Estimated Project Cost (CAPEX+OPEX) (A+B)

Bill of Quantities (BOQ)

Item No. Item Description Unit Quantity Rate Amount in Rs.

CIVIL WORKS, STRUCTURAL STEEL WORKS, DRAINAGE WORKS, PLANTATIONS RECHARGE WELL, TUBE WELL, & MISC.

1 Clearing and grubbing site/road/land including uprooting all vegetation, grass, bush shrubs, saplings and trees Hectare 1 28173.36

with girth, removal of stumps of trees of girth of all sizes including removing stumps of trees cut earlier and

disposal of unserviceable materials and stacking of serviceable materials as directed by Engineer with all leads

and lifts etc. complete as per specification. before commencement and after completion of the work.

2 Felling of the trees of the girth at any height Including cutting of trunks and branches, removing the roots and Nos. 0 2011.45

stacking of serviceable material and disposal of unserviceable material as directed by engineer incharge

including co-ordinating for the same.

3 Providing and installation of barricades including supplying, painting with fluorescent enamel paint and fixing Sqmt 0 207.00

CGI sheets 24 SWG of 1.8 m height and M.S. Posts angle 40 x 40 x6 mm at 2.0 m c/c and dismantling the same

after completion of work as directed by Engineer and as per site requirements.

4 Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and Cum 50 1071.63

lift. (i) R.C.C.work

5 Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of Cum. 50 557.32

unserviceable materials with all lead and lift.(ii) In Cement Mortar.

6 Excavation for foundation including sorting out and stacking of useful materials and disposing of the excavated

stuff up to 50 mt lead.

6 (a) Excavation for foundation up to 1.5 mt. depth including sorting out and stacking of useful material & disposing Cum. 3,547 121.72

of excavated stuff stuff upto 50m Lead. (A) Loose or Soft Soil.

6 (b) Excavation for foundation for depth from 1.5 mt.to 3.0 mt. depth including sorting out and stacking of useful Cum. 823 169.00

material & disposing of excavated stuff stuff upto 50m Lead.. (A) Dense or Hard Soil.

7 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing Cum. 100.00 264.44

off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

8 Filling available excavated Earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not Cum. 1,120.00 135.56

exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering.

9 Filling in foundation and plinth with Murrum or selected soil in layers not exceeding 20 cm. thickness including Cum. 3,712.00 298.79

Watering , Ramming and Consolidating etc. Complete.

10 Filling in plinth with sand under floors including watering ramming, consoliding and dressing etc. complete. Cum. 2,975.00 477.03

Item No. Item Description Unit Quantity Rate Amount in Rs.

11 Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, Cum. 3,688.90 42.97

aggregates of any kind at lead up to 3.0 km. & all Lift Including spreading & levelling etc. complete.

(A) lime murrum building rubbish earth manure or sludge & execavated rock and rubbish [Earth]

12 Providing & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 20 mm Cum. 350.00 3747.27

nominal size) and curing complete excluding cost of form work in (A) Foundation & Plinth.

13 Providing and laying in position Ready Mixed M-300 grade concrete for 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 gradeforreinforcedcementconcreteworkincludingpumping of

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

including cost of admixtures in recommended proportions as

perIS:9103toaccelerate/retardsettingofconcrete,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 )

13 (a) (A) Foundations, footings, base of columns and mass concrete. Cum. 474.93 5202.05

13 (b) (B) Slabs, landings, shelves, balconies, lintels, beams, girders and cantilever upto floor two level. Cum. 847.33 5202.05

13 (c) (C) Columns, pillars, posts and struts upto floor two level. Cum. 304.69 5202.05

14 Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering and Sqm. 2,297.00 178.61

propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.00 mt and

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

(A) Foundations, footings, bases of columns, Beam, Water Tank, Slab etc. and mass concrete.

15 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering Sqm. 3987.00 261.29

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

M. and removal of the same for in situ reinforced concrete and plain concrete work in. (H) (1) Sides and soffits

of Beams Beam Haunchings cantilevers Girders Bressumers and Lintels not exceeding 1 M. in Depth.

16 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering Sqm. 1523.00 312.56

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

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

Posts and struts. (1) Square Rectangular Polygonal in plan.

Item No. Item Description Unit Quantity Rate Amount in Rs.

17 Providing and casting in situ controlled cement concrete M 30 for wearing coat laid as directcd including Cum 0.00 5,366.00

tamping, vibrating, finishing, curing and fillingin joints with bitumen complete

18 Providing Thermo Mechanically Treated Bars Fe500D (TMT Bars) reinforcement for R.C.C. work including kg 289820.00 76.52

bending, binding and placing in position complete up to floor two level.

19 Steel work welded in pipe / built up sections / plate frame work including cutting, hoisting, fixing in position qtl 100.00 9,018.30

and applying a priming coat of red lead paint

(A) In beams and joists, channels, angles,pipes tees, flats with connecting plates or angle cleats as in main &

cross beamnship & jack rafters, purlins connected to common rafters and like.

20 Providing and fixing in Position Mild steel dowel bars/J bolts in Foundations for anchorage in fixed end as per Each 500.00 337.91

detailed drawing including cutting, bending and welding complete.

21 Providing and laying rubble for apron (each stone weighting not less than 40Kg.) including and packing and Cum. 50.00 1,073.08

filing in the interstices with quarry-spalls.

22 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in Cum. 414.00 4,172.60

foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -finesand)(B) Conventional

23 Half brick masonary in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.cm Sqm. 125.00 623.60

in Cement moratr 1:4 (1-Cement : 4 - Coarse Sand ) in foundation and plinth (B) Conventional.

24 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1- Cement : 2 coarse sand : 4 stone Sqm. 50.00 318.78

aggregate 10mm nominal size) and curing complete

25 Providing and laying Precast Light weight concrete hollow core wall with hollow core concrete unit of approved Sqm. 50.00 842.00

make & size of 120mm thick, 600mm wide and 2400mm / 2600mm / 2850mm / 3000mm / 3300mm in length

made from of controlled cement concrete M20 having cube compressive strength not less than 20 MPa jointing

with high strength & tensile adhesion non-shrink cementitious joint compound /P.U. Foam.(Plaster not required)

26 Providing 15 mm. thick cement plaster in single coat on rough side of single or half brick wall for interior Sqm. 5,646.00 159.60

plastering upto floor two level finished even and smooth in (a) [II] Cement mortar 1:4 (1 cement : 4 fine sand)

Item No. Item Description Unit Quantity Rate Amount in Rs.

27 20 mm. thick sand face cement plaster on walls upto 10 meters above ground level consisting of 12 mm. thick Sqm. 1,757.00 312.56

backing coat of C.M. 1:3 (1 cement : 3 sand) and 8 mm. thick finishing coat of C.M. 1:1 (1 cement : 1 sand) etc.

28 White washing with lime on wall surfaces (one coats) to give an even shade including thoroughly brooming the Sqm. 50.00 12.57

surface to remove all dirt, dust, mortar drops & other foreign matter.

29 Distempering (two coats) with oil bound distemper of approved brand & manufacture and of required shade on Sqm. 5,646.00 75.92

wall surfaces to give an even shade over & including priming coat with distemper primer of approved brand

after thoroughly brushing the surface free from mortar dropping & other foreign matter and also preparing the

surface even and sand papered smooth.

30 Applying two coats of putty & two coats of primer of approved brand and manufacture on new wall surface to Sqm. 352.57 40.19

give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign

matter and sand papered smooth.

31 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall Sqm. 1,757.00 83.53

surface to give an even shade including throughly brushingthe surface free from mortar droppings and other

foreign matter and sand papered smooth.

32 Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint, Sqm. 400.00 67.89

brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

33 Providing and casting in situ controlled cement concrete M-200 for Kerb/kerb blocks including formwork Cum. 80.00 4,794.92

curing and finishing, complete

34 Providing and fixing metal expansion joints as per drawings. Details of expansion joint 50 x 50 x 6mm size two Rmt. 20.00 1,994.01

IS and 100 x 6mm MS plate with 6 x 20 x 25mm long hold fast @ 50 cm / cc on both sides of expansion joints.

35 Providing and Fixing M.S post and pipe railing (medium duty of 63 mm dia) as per standard drawing including Rmt. 47.00 1,201.16

3 coats of painting to steel work complete.

36 Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H Sq.m 9.00 795.27

Specifications (Clause 1015), having minimum density 95kg/cum. non-staining with less than 1% water

absorption & compression recovery of 93% minimum as per specification for 20 mm wide expansion joint

including cutting to required size and shape at all levels etc. complete as directed.

37 Providing PVC 100 mm diameter drainage waterspouts including necessary iron grating as per drawings Each 25.00 157.79

Item No. Item Description Unit Quantity Rate Amount in Rs.

38 Providing and fixing flush door shutters solid core construction with frame of first class hard wood with cross Sqm. 56.00 1,811.62

band and face veneer or plywood face panels including anodized alluminium butt hinges with necessary screws,

(B) Non-decorative type & block board core anodized alluminium butt hinges in flush door shutters

39 mm.thick and fixing 30mm thickFACTORY MADE SOLID PANEL PVCDOOR SHUTTER consisting of

Providing Sqm. 4.00 1,135.02

framemade out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm forstiles and 15mm x 15 mm for

top andbottom rails. M.S. frame shall have a coat ofsteel primers of approved make andmanufacture, M.S. frame

shall be coveredwith 5 mm thick heat moulded PVC ‘C’channel of size 30 x 50 mm forming stiles,and 5mm

thick 75mm wide PVC sheets fortop rail, lock rail and bottom rail on eitherside, and 10mm (5mm x 2) thick,

20mmwide cross PVC sheet as gap insert for toprail and bottom rail, Panelling of 5 stiles andrails with 30mm

wide x 5mm thick PVCsheet beading on eighter side, and joinedtogether with solvent cement adhesive,.

Anadditional 5mm thick PVC strip of 20mmwidth is to be stculk on the interior side ofthe ‘c’ channel using

PVC solvent cementadhesive etc. complete as per direction of Engineer in charge, manufacture’sspecification

40 Providing and fixing extruded aluminum window having extruded aluminum Colour anodized section frame Sq.m 29.00 2,119.14

main outer size 127mm x 38.10mm x 1.35mm (of Jindal Section no: 2443, @ Wt. 1.384 Kg/mt), horizontal Four

track member size 122.20mm x 31.75mm x 1.10mm (of Jindal Section no:8787, @ Wt. 1.205 Kg/mt), vertical

member of size 122.20mm x 31.75mm x 1.50mm (of Jindal Section no:8935, @ Wt. 1.398 Kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no: 8949 @ wt.of 0.456Kg/mt),

vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no: 8947 @ wt.of 0.456Kg/mt/, Section

8948, @ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for

41 Providing and fixing window having extruded aluminum Colour anodized section frame main outer Sq.m 15.00 1,696.73

size63.50x38.10 x1.95mm,@Wt1.094Kg/Rmt,horizontalt wo track member size 61.85mm x 31.75mm x

1.20mm @ wt.of0.695 Kg/mt, vertical member of size 61.85mm x31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt

with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member

of size 40mm x 18mm x 1.29mm @ wt.of0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent bronze

colour tinted floatglass with powdercoated aluminum fitting sandfixtures and transparent silicon sealant glass

fixing to frame as per detail set complete for window.

42 Providing and fixing standared extruded of aluminum section of size 63mm x 38.10mm x 1.2mm (of Jindal Sq.m 10.00 1,163.92

Section no: 2434, @ Wt. 0.643Kg/mt) with colour powder Coated alluminium frame for ventilation with 5mm

thick frosted glass as details etc. complete for ventilation

43 Providing and fixing M.S round or square bars wirh flats at required spacings in wooden frames of windows & Kg 800.00 69.80

clearstory windows.

Item No. Item Description Unit Quantity Rate Amount in Rs.

44 Providing & Fixing Door closer-arrow type with spring 12 length as approved sample (30 cms) as per direction Each 31.00 474.58

of enggineer in charge.

Rolling Shutter

45 Providing & fixing rolling shutters of approved make made of 80 mm wide M.S.laths inter locked together their Sq.m 21.00 3,519.21

entire lengthand jointed together at the end locks mounted on specially designed pipe shaft with bracket plates,

guide channels and outside locking with push-pull operation incl. the cost of Hood cover and spring etc.comp.

(A) Shutters having width below 3.5mt.

46 Providing and laying polished kota stone slab flooring over 20 mm.(average) thick base of cement mortar 1:6 (1 Sq.m 181.00 1,003.83

cement : 6 coarse sand) or L.M. 1:1.5 (1 lime putty : 1.5 coarse sand) laid over and jointed with gray cement

slurry including rubbing & polishing etc. complete. (i) 25 mm. thick.

47 Providing and laying polished kota stone slab 25 mm thick in risers of steps, dedo and pllars laid on 10 mm Sq.m 28.00 1,132.82

thick cement mortar1:3 (1 cement : 3 coarse sand) and jointed with gray cement slurry mixed with pigment to

match the shade of slab including rubbing & polishing etc. complete.

48 Providing and Laying ceramic tiles 6mm thick in Flooring, Treads of Steps and Landing laid on a bed of 12 mm Sq.m 151.00 1,007.23

thick cement mortar 1:3 (1-cement : 3- Coarse Sand) finishing with flush pointing in white cement.

49 Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm Sq.m 140.00 953.58

thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement.

50 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1:1 including neat cement finishing, Rmt. 180.00 24.04

watering etc. completed.

51 Providing and laying Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm. Sq.m 50.00 287.75

nominal size) laid in one layer and finished with a floting coat of neat cement. B. 40 mm thk.

52 Providing and Laying broken china mosaic flooring for terrace using 12mm to 20 mm broken pieces of glazed Sq.m 178.00 771.98

tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto

surface using white cement including rounding off junction and extending them upto 15 cm along the wall,

clearing with water and oxalic acid etc. as directed.

Sanitary, Drainage and Water line

53 Providing and fixing washbasin with single hole for pillar tap with C.I.or M.S.brackets painted with including Each 5.00 1,566.11

cutting holes and making good the same but excluding the fittings. (A) vitreous China (II) Flat back washbasin

550 mm x 400 mm size (I) in white colour.

54 Providing and fixing kitchen sink with C.I.or M.S.brackets painted with including cutting holes and making Each 2.00 2,303.62

good the same but excluding the fittings. (C) Vitreous China (I) 600 mm x 450 mm x 150 mm size

Item No. Item Description Unit Quantity Rate Amount in Rs.

55 Providing and fixing wash down water closet (European type, Each 11.00 1,343.38

W.C.Pan)withintegralPorStrapincludingjointingthe trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine

sand) (Seal and cover to be measured and paid for separately)(A) vitreous China Pattern :(i) in white colour

56 Providing and fixing 100 mm size P or S trap for water closet suqtting pan including jointing the trap with the Each 6.00 329.10

pan & soil pipe incement mortar 1:1 (1 cement : 1 fine sand)(A) Vitreous China.

57 Providing and fixing urinal of approved quality including connecting the urinal with waste pipe, trap etc. Each 7.00 1,064.22

complete (A) White earthenware flat back or corner type size 430 mm x 260 mm x 350 mm

58 Providing and fixing PVC SWR Nahni trap IS 14735 fordrain - 100 mm diameter with jali of the following Each 15.00 580.47

nominal diameter of self cleansing design with C.I scread down or hinged grating including the cost of cutting

and making good the walls.

59 Providing and fixing C.P. brass towel rail complete with C.P. brass bracket fixed to wooden plungs with C.P. Each 2.00 597.22

brass scews. (B) 600 mm X 20mm Size.

60 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber & water tight C.I. cover with Each 10.00 1,234.57

frame of 300 mm x 300 mm.size (inside) with standard weight. [I] Square mouth trap. (a) 150 mm. x 100 mm.

size P or R type.

61 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks having Each 8.00 2,903.89

crushing strength not less than 35 kg./Sqcm. in C.M. 1:5

C.I. cover with frame (Light duty) 455 mm. x 610 mm. internal dimension, total weight of cover with frame to

be not less than 38 kg. (Weight of cover 23 kg. and weight of frame 15 kg.) R.C.C. top slab of cover 23 kg. and

weight of frame 15 kg.)

R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : graded stone aggregate 20 mm. nominal size)

foundation concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc. complete. [I] Inside dimensions 455 mm. x 610 mm. &

mm. deep for single pipe

62 Constructing Slab type M.H. Chamber

63 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- cement :2-coarse sand : 4-graded stone aggregate

20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse

sand)finishedwithafloatingcoatofneatcementand making channels in cement concrete 1:2:4 mix (1-Cement :2-

Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With

230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2)B type for following depth for 150mm diameter sewer.

Item No. Item Description Unit Quantity Rate Amount in Rs.

63 (a) a.0.9 meter depth, Nos. 25.00 10,933.41

63 (b) b 1.5 meter depth, Nos. 5.00 19,158.05

63 (c) c 2.25 meter depth, Nos. 1.00 23,238.10

63 (d) d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) Nos. 0.00 44,050.00

64 Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having Nos. 12.00 2,903.89

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of

cover23Kg.)andWt.offrame15Kg.)(R.C.C.topslabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth withafloatingcoatofneatcementonwallsandbed concrete etc. complete.(i) Inside dimensions

455mmx610mm and 450mm deep for single pipe line.

65 Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having Nos. 12.00 3,624.51

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of

cover23Kg.)andWt.offrame15Kg.)(R.C.C.topslabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth withafloatingcoatofneatcementonwallsandbed concrete etc. complete.(ii) Inside dimensions 500mm x

700 mm and 450mm deep for pipe line with one or two inlets.

66 Providing and fixing screw down bib taps of following size (A) Brass screw down bib tap polished bright (I) 15 Each 10.00 184.98

67 Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. (I) Each 10.00 305.67

15 mm diameter.

68 Providing and fixing chromium plate bottle trap with necessary coupling of approved quality for wash- basin. Each 5.00 292.87

69 Providing and fixng brass screw down stop tap (A) 15 mm diameter. Each 5.00 203.97

70 Providing and fixng gun metal check or nonreurn full way wheel valve

Item No. Item Description Unit Quantity Rate Amount in Rs.

71 Providing and fixing chromium plated brass half turn flush cock of approved quality including fixing in pipe

line etc. complete.

72 Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of following dia. including fittings

of standard make as approved by Engineer - in - charge. Pipe shall be fixed on the wall with the help of clamp at

every 2000 mm centre to centre or shall be concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

73 Providing and jointing stoneware pipes incl. excavation upto 2 mt. Refilling, transporting pipes to work site, Rmt. 100.00 314.33

unloading lowering in trnch such as cementsand, hemp bitumen as directed, incl. watering the trenches

spreading and cartingaway of surplus.

Item No. Item Description Unit Quantity Rate Amount in Rs.

74 Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal Rmt. 440.00 125.90

size) bedding for stone ware pipes of following internal diameter with necessary formwork and curing complete.

(A) 100 mm dia ( 112 mm avg. bed thick,)

75 Supplying,and fixing reinforced concreat heavy duty non pressure pipe with collar for culvert carrying heavy

traffic as per IS 458- 1991 specification including setting the pipes in CM 1;2 watering and laying (to level and

slopes) of Class NP3 of following internal diameters.

75 (a) (a) 300 mm diameter. Rmt. 200.00 653.46

75 (b) (b) 450 mm diameter. Rmt. 300.00 1,178.27

75 (c) (c) 600 mm diameter. Rmt. 50.00 1,148.89

75 (d) (d) 900 mm diameter. Rmt. 50.00 3,434.91

76 Providing and fixing to wall ceiling and floor 10.0 Kg.F/Sqcm working pressure polythelene pipes of the

following outside diameter, low density, complete with special flange compression type fittings, wall clips etc.

making good wall ceiling and floor.

77 Providing and fixing iron steps of size 500mm x150mm x22.5mm and painting with two coats of anticorrosive Each 60.00 205.60

paint etc. complete.

78 Making connection of galvanised Mild steel distribution branch with galvanised mild steel main 50mm to 80mm Each 2.00 600.08

nominal bore by providing and fixing tee including cutting and threading the pipes complete.

79 Making connection to the ex. M.H. in running sewer incl. Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All damaged work shall be well repaired as per instructions.

Item No. Item Description Unit Quantity Rate Amount in Rs.

80 Cutting the pipes of following dia coming in the new M.H.in running sewer including cutting bars, including

removing debris /silt from the M.H. and carting at a suitable distance etc..complete as directed. No payment for

M.H. work will be made until pipe is not cut completely in all respect

81 C.I.Cover with frame for manholes Qtl. 40.00 5,626.27

81 (a) [A] Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing EHD-35 FRC MH Kg 0.00 71.43

cover, rate also incl. loading, unloading and fixing the frame in line and level to match exisisting road level in

C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as per instruction by engg. in

81 (b) [B] FRC heavy duty cover size 728 mm. & 100 mm thick circular cover 35 M.T. load design, 100x 2mm MS flat Set 0.00 1,375.00

alround, 16mm ø plain round bar for lifting the cover & should be fitted with plastic cups.

81 (c) [C] FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover frame size 600 x Nos. 0.00 883.29

450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

82 Providing & Fixing seamless pipe of size 1/2" dia. For car washing pump with necessary fittings, bend, tees, Rmt. 40.00 223.21

welding & including labour cost.

83 (B) Providing sock pit of 5.00 Cu.M. Volume including excavating and filling brickbats with dry masonry work Each 2.00 3,167.00

at top for 45cm. height including covering the top with stone including providing vatas in C.M. 1:3 with

finishing curing etc. complete as directed.

84 Providing & erecting C.I. AND MS Ventilating Columns 15 cms dia With C.I. ornamental cap and Min. 12.00 Nos. 2.00 41,230.00

mtr Height base fixed firm with necessary foundation with one coat of red lead oxide paint and two coat of any

approved colour with 15cms. Dia 10mt in Lemngth with 0.35mt dia at x M100 CC. encasing, NP-3 RCC

Pipe150mm dia connection with MH including ecxcavation and jointing as required etc. Complete. As per

drawing (GWSSB SOR 2022-23 page no-102)

Over head water tank

85 Providing erecting and fixing double coated Syntex or equivalent PVC. (ISI) water tank of required capacity

each with all necessary fittings and connection etc. complete on terrace.

85 (a) (a) 5000 Litre tank Litre 5,000.00 3.91

85 (b) (b) 1000 Litre tank Litre 3,000.00 3.91

Item No. Item Description Unit Quantity Rate Amount in Rs.

86 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any size ; Sq.m 200.00 383.04

shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as mentioned in the drawing / instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing and laying paver blocks as per required grading and

specification. The paver block shall be mechanically compacted. The work of paving blocks shall be executed

in line and level by skill mason of flooring work only. It should be laid in such a way that the no cutting of the

paver block to be necessary. if cutting of paver block necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

87 Providing and laying shot blasted interlocking/ Non- interlocking paver blocks of high density 80 mm thick M- Sq.m 150.00 449.11

40 grade machine made and blasting by automatic shot blasting machine and high density of as per approved

sample of vyara, Alcock, winner conmet or equivalent for cross over, service lanes, road junctions and other

areas as mentioned in the drawing. Including providing and laying 50 to 80 mm thick average bedding layer of

coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically

compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work

only. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver

block shall be required, than cut by machine only and laying to be done by skilled flooring mason.

88 Providing and Casting in situ ordinary cement concreat M- 200 for Kerbs/ Kerb blocks including form work Rmt. 25.00 4,295.07

curing and finishing complete.

89 Providing and Fixing M.S. fan clamps type-I of 16mm diameter M.S. bar bent to shape witj\h hooked ends to Each 14.00 134.79

R.C.C. slabs during laying including painting the exposed portion of loops all as per standerd design complete.

90 Providing & fixing precoated galvanized iron profile sheets ( Size, shape and pitch of corrugation as approved Sq.m 364.00 625.68

by Engineer in charge) 0.50 mm(+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS:

277, in 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15-

microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during

transporation and should be supplied in single length up to 12 meter or as described by engineer in charge. The

sheet shall be fixed using self drilling/ self tapping screws of size (5.5x55mm) with EPDM seal, complete up to

any pitch in horizontal/vertical of curved surfaces, excluding the cost of purlins, rafetrs and trusses and

including cutting and size and shape and erection wherever required.

Item No. Item Description Unit Quantity Rate Amount in Rs.

91 Providing, Fixing, Installation of Proflex - Self Supported Galvalum Roofing of Proflex from M&B Engineering Sq.m 635.00 2,118.65

Ltd or Equivalent with proper overlapping and seaming between different sheets without making holes or

preventing the overturning the roof by wind addition made up from superior quality, structural grade steel. Base

metal width 914 mm with tolerance of +/- 4 mm, Steel Grade : Grade D Regular Modified Polyster Imported

Color Coated Galvalume Steel having Profiled width of 625 mm +/-10 mm. Design, supply, & fabrication of

self supported single span arch roof fabricated from mechanically seamed manufactured by American Hydraulic

Machines to profiles of Imported Galvalume Cold Rolled Structural Steel coils as per standard ASTM A792,

Steel Sheet, Aluminum-Zinc Alloy Coated by Hot-Dip Process. The work should be carried out by specilialize

and approved agency only. The rate of item is including fitting as per standerd specification. The vendor shall

give windload End Reaction before start of the work and the vendor shall be entirely responsible for the damage

of the same during transport, installation and even after installation upto 1 years.

92 Providing & Fixing 3 Mm Thick F.R.P.Sheet Of Approved Quality & Color / Pattern As Per Consultants Design Sq.m 325.00 1,723.21

Also Includes Required Fabrication Structure In The Grid Of 2" 0x2" 0 Size Using Hollow Pipe Of 16 Gauge &

Size 2"X1" & 1"X1", G.I. & Bitumen Washers, Silicon Paste Application For Fixing The Sheet. Rate Also

Include Necessary Bending,Cutting,Labour Charges,Zinc Primer Coat & Two Coats Of Oil Painting Of Color

As Approved By Consultants & Making Good The Wall.

93 Providing, Installing, Erectiom &Commissioning Unmanned System of 30MT/50 MT Capacity with platform Nos. 2.00 5,35,000.00

size of 9 m x 3 m for Weigh bridges with all accessories including bottom work structure with supplying of

standard window based weighbridge software, personal computers with laser- jet printers, keyboard, mouse,

Window 10 ram : 8 GB , SSD : 512 GB Core i5 or core i3 for each weighbride all complete and Stamping &

calibration from legal metrology department local concern etc. complete as Specifications.

(b) 9x3 m. 50MT Weighbridge

94 Providing panel pitching having panels of 3.0 x 3.0 m in cement concrete M-100 , Sq.m 50.00 815.00

0.3 mt wide and 0.6 mt deep around panels including filling panels with 300 mm to 450mm th. pucca rubble

pitching in C.M. 1:5 proportion with the surface pointed with cement mortor of 1:3 proportion including all

material, labour, tools, plants, equipments, etc all complete

95 Providing and applying Coal Tar Epoxy protective paint in two coats of DFT 210 microns for foundations / Sq.m 3,457.00 111.61

concerete surfaces in contact with soil complete as per specifications and as directed by the Engineer including

all leads and lifts etc. complete.

96 Providing and fixing of hangers/clamps as per manufacturers specifications for laying of cables and hanging of Nos. 25.00 17.00

bulbs from truss (Galavanised MS hanger rod 6mm dia MS fully threaded up to 1000mm length)

97 Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 stone aggregates 40 nominal size) and curing Cum. 50.00 2,581.11

complete including cost of form work in: Foundation and Plinth

Item No. Item Description Unit Quantity Rate Amount in Rs.

98 RCC precast Boundry Wall, Height of Boundry wall : 6 feet, post size : 9'x 6"x 6" , panel size : 7' x 1' x 2" , Sq.m 445.00 2,748.00

foundation size : 300mm, Dia. 900 mm depth, fencing Y angle 50x50x6, 4 No. Barbed wire, 450 mm Dia.

Concertina Coil, Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm

including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction

of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in

required colour and shade

99 Providing, fixing and Lettering Stainless steel Font " MORBI MUNICIPAL CORPORATION - REFUSE Nos. 50.00 780.00

TRANSFER STATION" (height 12") on FRONT TOP

beam as per drawing. at elevation portion as directed by Engineer in charge.

100 Excavating pits of 60 x 60 x 60 cm size and providing wellgrown saplings of big trees (Pendula (Asopalava), Nos. 80.00 1,026.79

Gulmohar, Peltoforum, Kordia, Kadam, Saptparni, Tebubiarosea, Borsalli, Spethodia, Neem, Pride of India,

Silver Ok, Parijatak, Legerstromia etc. as directed) having height of 8 to 10 ft and dia of stem is 3-6 inch,bag

size is 21 inch x 21 inch and planting the same with mixing of f.y.m.at the rate of 0.06 cu.m. per pit.and maintain

till well established .

101 Excavating pits of 30 x 30 x 30 cm size and providing wellgrown saplings of shrubs (Jasud, Chameli, Ratrani, Nos. 80.00 178.58

Mongra, Tikoma capensis, Tikoma gaudi chaudi, Chandni (double & single), Limonia, Galphemia, All varieties

of Karen, Madhukamini, Hemalia, Jasmin, Kesia Biflora, Keliendra, Akelifa, Arellia, Erenthimum,Lilly,

Bauganvellia (Red /Pink /White) , Habiscus Dwarf , Palm Tree etc. as directed) having height of 1 to 4 ft and

bag size is 8 inch x 10 inch and planting the same with mixing of f.y.m.at the rate of 0.06 cu.m. per pit.and

maintain till well established.

102 Providing ,supplying ,filling good quality farm earth / Fine River Silt of Approved Quality including Spreading Cum. 100.00 286.20

/Filling the boxes ,watering, ramming consolidated and dressing ,levelling etc. complete as directed .

103 Providing and planting lawn sukers of English lawn /dharo (Doob) grass roughly at 8 cm x 10 cms distance and Sq.m 400.00 142.86

maintaing till well established incl. preparing soil for planting, necessory watering requried during the process

above(i.e. 45 day) etc comp as directed. including excavating soil up to 20 cm. depth Remove unwanted stuff &

Leveling & supplying & mixing farm yard manure.

104 Rolling and compaction of excavated surface with watering if required including filling in depression which Cum. 2,000.00 22.26

occur during the process, with power roller 8 tonne to 12 tonne.

105 Collecting carting, stacking , spreading and levelling coarse sand in 150 mm thick compacted layer including Cum. 1,000.00 584.26

watering up to OMC ,Rolling and consolidation with power Roller etc complete as directed.

106 Construction of granular sub base by providing coarse graded material, spreading in uniform layers, with motor Cum. 525.00 738.00

Grader on prepared surface, mixing in place method with front end loader at OMC and compacting with

vibratory roller to achive the desire density complete for All grade

Item No. Item Description Unit Quantity Rate Amount in Rs.

107 Providing, Laying, Spreading and compaction graded stone aggregate to wet mix macadam specification Cum. 350.00 1,710.00

including premixing the material with water at OMC in Mechanical mix plant carraige of mixed material by

tipper to site, laying in uniform layer with paver in sub base/ base course on well compacted surface and

compacting with vibratory roller to achive desired density as per MoRT specification.

108 Providing and laying C.C. 1:3:6 (1 cement: 3coarse sand: 6 hand broken stone aggregate 40 mm nominal size) Cum. 50.00 3,064.60

and curing complete excluding cost of formwork in

(A) foundation and plinth

109 Providing and laying Pavement Quality Cocrete-Construction (PQC) of M- 40 grade using slip form paver Cum. 875.00 7,784.00

having electronic sensor device with 53 grade cement @ 425 kg/cum, coarse and fine aggregate conforming to

IS 383 Maximum size of coarse aggregate not exceeding 25mm. mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with fixed/ slip form paver, spreaded , compacted and finish in a

continuous operation including provision of contrection, expansion, construction and longitudinal joints, joint

filler, sepration membrane,(seperation vapour Brether Membrane), selant primer, joint selant, debonding strip,

dowel bar, tie road, admixture as approved curing compound finishing to lines and grade as per drawing and

110 Providing and laying precast RCC Footpath Slab in controlled cement concrete of M-25 grade (Minimum Sq.m 330.00 1,089.91

70 mm thickness) including necessary reinforcement and providing and setting cement chequered tiles in CM

1:5 as per drawing including necessary formwork, curing and finishing complete.

111 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised pavement markers made of polycarbonate and ABS Each 30.00 323.00

moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of

the light entering the lens face and shall support a load of 13635kgs. tested in accrodance to ASTM D 4280 type

H and complying to specifications of category A of MORTH circular No RW/NH/33023/10-97-DO lll Dt

11.06.1997. The height, width and length shall not exceed 20 mm,130 mm and 130mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall be 35+/-5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and the height not less

than 30+/-2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling hole on the road

for the shanks to go inside, without nails and using epoxy based adhesive as per manufacturers recommendation

and color of the marker should be as per the IRC 35-2015 and as directed by engineer-in-charge.

Item No. Item Description Unit Quantity Rate Amount in Rs.

112 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing Sqm. 30.00 364.08

and laying ahot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms

per sqm area, thickness of 2.5mm is excluding of surface applied glass beads as per IRC:35-2015. the finished

surface to be level , uniform and free from streaks and holes. Zebra patta/bump patta lane /center line/edge

line/cut patta.The white color marking should provide liminance coefficient on cement road shall be min

mcd/m2/lux and asphalt road shall be min 100mcd/m2/lux during the service life during the day time. the

marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section -15 of IRC 35-2015.warranty for retro reflectivity shall be two year

113 Providing and fixing rubber speed breakers (with polyurethane binder) of size 500mm x 350mm x 50mm lining Rmt. 20.00 3,425.00

with 8 no of cat eyes per piece Including intermediate and end members as per manufacturer's specifications or

supplier's specifications and as directed by engineer in charge. Weight of speed breaker approximate 15 Kg/Rmt

and weight capacity 20 Tons with high impact resistance and brutal weather condition. Speed breaker shall be

fixed with grout (min 8 holes for fixing per piece) and as per manufacturer's specification. Sample shall be

approved by engineer in charge.

114 Providing, Cutting, Fixing , erecting of M.S. plate. Rate includes all necessary equipments, tools such as

welding machine, welding rods etc. complete for

114 (a) a) 8 mm Thick M.S. Plate Qtl. 1.00 3,630.51

114 (b) b) 12 mm Thick M.S. Plate Qtl. 1.00 3,811.02

115 Providing and laying and fixing 25 mm thick expansion joint by siliflex material as directed, etc. complete. Sq.m 100.00 982.15

Item No. Item Description Unit Quantity Rate Amount in Rs.

116 RECHARGE WELL JOB 1 2,74,618.30

Providing & installation of Rainwater recharge system with 60 m deep bore well and recharge filter complete

with all materials, necessary, fixtures, tools & plants and as per the direction of engineer in charge. The whole

system consists of the following items to be included.

(i) Drilling of 250 mm dia pilot bore in all types of strata.

(ii) Reaming to 400 mm along with electro logging charged & its carting.

(iii) Providing & installation of 200 mm dia uPVC pipe along with its end and air vent cowl.

(iv) Supply of pea sized gravel

(v) Providing of 600 CFM/150 PSI air compressor

(vi) Providing & fixing precast filter system with 2.9x2.9x1.125 m pit size & necessary 75 mm thk. PCC of

(vii) Providing & laying rainwater filtration system of RCC M25 grade & 1.0x1.0x1.0 m clear inner dimension

& 50 mm min. wall thickness.

(viii) Providing & filling filter media ( with mixture of nodular calcium carbonate and IV800 graphite).

(ix) Providing & filling pre filter media ( with a mixture of 20-40 mm gravels)

(x) Providing & installing filter system with 200 mm dia PVC pipe ( 6 kg pressure) along with required

(xi) Providing & installation150 mm dia & 0.5 m high SS 304 wedge wire screen with anchor fastened at

117 TUBE WELL Rmt 225.00 1,049.58

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:

(part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log,

including hire & running charges of all equipments, tools, plants & machineries required for the job, all

complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.

All types of soil

SUB TOTAL OF SECTION -1

Item No. Item Description Unit Quantity Rate Amount in Rs.

FURNITURE ITEMS

118 Supplying & placing approved Color Iron Almarih of size 1855mm x 910 mm x 480 mm size including four Nos. 4.00 15,000.00

horizontal partition Grade HR1 of IS 1079 mild steel sheet zinc alloy handle lock plain butt type hinges

119 Supplying & placing mid back chair with fixed arm rest with padding. Nos. 15.00 1,500.00

120 Supplying of revolving chair with adjustable height with weels handle made up of medium density foam and Nos. 8.00 2,500.00

121 Supplying of officers revolving chair adjustable height with wheels with handle and with cushion at seat and Nos. 2.00 2,500.00

back side made up of medium density foam and fabric.chair height 400 mm pneumatic mechanism centre tilt

122 Supplying of computer table of size 4 x 2 x 2 and one half size with Key board and drawer cabinet Nos. 5.00 2,231.25

123 Supplying of Officer table of size 6 x 3 x 2 and one half size with aminated top , two drawers and with apron . Nos. 2.00 11,830.36

124 Supplying of wooden stool of 15 x 15 x 24 inch size with laminated top. Nos. 5.00 915.18

125 Supplying and fixing of Notice Board of Size 4 x 2 ft size. Nos. 1.00 937.50

126 Supplying and fixing of Notice Board of Size 3 x 2 ft size. Nos. 1.00 937.50

127 Supplying of computer (PC) with standard window based software and configuration given by engineer and Nos. 4.00 40,178.58

printer as directed by engineer in charge

SUB TOTAL OF SECTION - 2

ELECTRICAL AND LIGHTING WORKS

128 Point wiring in Copper (Modular) Pt. 30.00 481.00

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI marked

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. III

129 Point wiring for Modular secondary light point with 2-1.5 sq.mm & earth wire of Pt. 10.00 166.00

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 Metal / PVC / wooden box covered with 3 mm thick PC(Polycarbonate) / Acrylic

sheet for open / concealed 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. III

Item No. Item Description Unit Quantity Rate Amount in Rs.

130 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 Pt. 14.00 668.00

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

131 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade Pt. 10.00 505.00

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.

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete. Cat. III

132 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade Pt. 10.00 738.00

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.-[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. CAT III

133 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade Pt. 5.00 790.00

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.[III] For 16A Plug

and 16 amp switch with 2-4 sq.mm Cu. Wire with 2.5 sq.mm ( green) earthing wire from mcb d b board.

-(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete. CAT III

134 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket erected on PVC / Pt. 2.00 255.00

Metallic/Wooden box, single mounting base frame covered with textured / metallic/white front plate modules

erected on / in wall / ceiling with following type accessories Cat-III

135 Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden box, single Ea. 6.00 159.00

mounting base frame covered with textured / metallic/white front plate , modules erected with necessary

connections as per site situation directed by Engineer In charge

(3) Two Pin/RJ-11 Telephone Socket

[A] For One Gang Cat-III

Item No. Item Description Unit Quantity Rate Amount in Rs.

136 Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden box, single Ea. 12.00 25.00

mounting base frame covered with textured / metallic/white front plate , modules erected with necessary

connections as per site situation directed by Engineer In charge

(7) Blank Plate Single Cat-III

137 Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden box, single Ea. 8.00 159.00

mounting base frame covered with textured / metallic/white front plate , modules erected with necessary

connections as per site situation directed by Engineer In charge

(8) Computer RJ-45 socket . cat-lll

138 Providing & erecting Switch board for Computer or electric apparatus consisting of following modular type Ea 10.00 1,122.00

accessories mounted with PVC / Metallic concealed/open box with single mounting base frame covered with

textured/metallic /white front plate,modules erected with necessary connections as directed

1 no. 6A/16A universal plug-switch combined. 3 nos. 6A Switch

3 nos. 6A 5 pin Plug

139 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected Mtr. 400.00 33.00

on/in 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 b) 25 mm

140 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected Mtr. 100.00 67.00

on/in 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 d) 40 mm

141 Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC bushes, Check- Mtr. 400.00 21.00

nuts etc. complete of following sizes.

142 Supplying and laying UPVC cable trunking system comprising unplasticised polyvinyl, chloride rigid material Mtr. 35.00 187.00

with ignition free and flame proof confirming BS with necessary end caps Internal and external bend, flat bends,

coupler, tee etc..All necessary accessories and measuring of following sizes..

(1) 50 mm x 50 mm trunking

143 Mains & Wires--Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Mtr. 250.00 62.00

Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq.

mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size -

(A) With medium class Rigid PVC pipe and accessories--(b) 2 wire 1.5 sq. mm

Item No. Item Description Unit Quantity Rate Amount in Rs.

144 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor Mtr. 100.00 82.00

wire in following type of pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour

for earth continuity of following size -

(A) With medium class Rigid PVC pipe and accessories--(b) 2 wire 2.5 sq. mm

145 providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor Mtr. 120.00 110.00

wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth continuity of following size

(A) with medium class Rigid PVC pipe and accessories-(b) 2 wire 4 sq. mm

146 providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor Mtr. 30.00 146.00

wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth continuity of following size

(A) with medium class Rigid PVC pipe and accessories-(b) 2 wire 6 sq. mm

147 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. Mtr. 100.00 282.00

to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables

(C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

148 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. Mtr. 110.00 69.00

to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables.

(A) 3 core 2.5 Sq. mm

149 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. Mtr. 475.00 125.00

to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (B) 4 core 6 Sq.

150 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 Mtr. 300.00 505.00

KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following

size of cables.(C) 4 core 6 Sq. mm

151 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. Mtr. 230.00 189.00

to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables(B) 4 core 2.5 Sq.

Item No. Item Description Unit Quantity Rate Amount in Rs.

152 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 KV grade to be erected as directed Mtr. 250.00 136.00

of following size. .(E) 3 core 2.5 Sq. mm

153 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. Mtr. 60.00 896.00

to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables

(G) 3 1/2 core 185 Sq. mm ( 95 Sq. mm 1/2 core)

154 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to Mtr. 250.00 392.00

be laid on wall with necessary clamps or in existing

trench / pipe at road crossing or floor of following size of cable. (C) 3 core 6 Sq. mm

155 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured Ea. 10.00 51.00

cable complete with out going tails, insulating tape etc for following size of cables.

(E) 2 to 4 core 25 Sq. mm

156 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured Ea. 8.00 38.00

cable complete with out going tails, insulating tape etc for following size of cables.

(B) 2 to 4 core 6 Sq. mm

157 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured Ea. 2.00 236.00

cable complete with out going tails, insulating tape etc for following size of cables.

(G) 3 & 1/2 core 185 Sq. mm

158 Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped Ea. 300.00 6.00

with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. (A) 1.5/ 2.5/4/6 Sq.mm

159 Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped Ea. 50.00 15.00

with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. (C) 16/25 Sq.mm.

Item No. Item Description Unit Quantity Rate Amount in Rs.

160 Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped Ea. 2.00 40.00

with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. (F) 95 Sq.mm.

161 Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped Ea. 200.00 8.00

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/2.5 to 6 Sq.mm

162 Making trench in soft soil of suitable width of 90 cms deep for laying cable or locating the fault all over the run Mtr. 200.00 55.00

and backfilling the same and making the surface as normal ground.

163 Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS Mtr. 600.00 62.00

14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below

ground / road surface for

enclosing cable and back filling the same to make ground as per original. (A)50 mm dia

164 Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS Mtr. 50.00 136.00

14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below

ground / road surface for enclosing cable and back filling the same to make ground as per original. (D)120 mm

165 Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS Mtr. 70.00 95.00

14930 II )with necessary connecting accessories of same material at required depth in existing trench for laying

of cable. below ground

/ road surface for enclosing cable (C)90 mm dia

166 Providing & erecting capacitor duty contactor 3 phase, 415 V with proper connection for following rating: Ea. 1.00 9,115.00

167 Providing & erecting weather proof, dust & vermin proof, floor mounted front operated indoor type cubical Sq.Mtr 6.00 19,196.00

panel board necessary IP-42 and above protection as per approval from engineer incharge made from 14 SWG

thick CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for internal partitions with

necessary accesories , supporting angles/ flats channel including cutting, bending, drilling, welding, riveting

with internal partitions & cable alley as per requirements & instruction of engineer-in-charge with erection of

(B) The standard companies switch gear shall be used and only manufacturers at CPRI approved factory

(ii) with 550 mm. Depth

Item No. Item Description Unit Quantity Rate Amount in Rs.

168 Supplying and erecting triple pole & neutral 440V/ 500V panel mounting Aluminium Busbars with four equal Rn.Mtr 8.00 1,455.00

Nos. of bus having current density not more than 0.8 Amp. / sq.mm (Rated current / cross section area) duly

wrapped with colour insulating tape for phase sequence of following current carrying capacity, erected with

necessary bus bar supports /insulators, main cable socket to each busbar,erected in existing cubical panel with

necessary connections.

(C) Suitable for 300 Amp. Capacity

169 Providing and erecting Approved make Earth fault Relay suitable to mount with inter connection suitable to Ea. 3.00 5,362.00

following size of moulded case circuit breaker having CT ratio & MCCB rating as following along with shunt

trip 220V AC. with all internal connections & complete erected in existing M.S.housing..

170 SECTION 3.00 SWITCHGEARS & DISTRIBUTION BOARDS MINIATURE CIRCUIT BREAKERS. Ea. 120.00 111.00

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(QTY FOR MCB OF DB AND MCB OF PANEL) Cat-III

171 Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of Ea. 1.00 7,976.00

35 KA. at 415 V. having normal current rating 125A. with Fixed thermal & magnetic release suitable to work on

A.C.supply 50 c/s. with all internal connections, spreader tinned copper & complete erected in existing

G.M.S. housing. ICS=100% of ICU only Cat III

172 Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of Ea. 2.00 20,739.00

35 KA. and above at 415 V . having normal current rating 250A. with variable thermal & magnetic release

suitable to work on A.C.supply 50 c/s. with all internal connections, spreader tinned copper & complete erected

in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

173 Providing and erecting Approved make Three pole moulded case circuit breaker having breaking Ea. 2.00 6,510.00

capacity/strength ICU of 35 K.A. at 415 V. having normal current rating 125A.with Fixed thermal & magnetic

release suitable to work on A.C.supply 50 c/s. with all internal connections, spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

174 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking Ea. 7.00 662.00

capacity & confirms to IS :8828 in existing box having following capacity((QTY FOR MCB OF DB AND MCB

OF PANEL). (B) 40 Amp Cat.III

Item No. Item Description Unit Quantity Rate Amount in Rs.

175 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking Ea. 20.00 730.00

capacity & confirms to IS :8828 in existing box having following capacity.

(c)63 Amp. Cat III

176 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking Ea. 9.00 293.00

capacity & confirms to IS : 8828 in existing box having following capacity (B) 40 Amp.

177 Sheets steel powder coated enclosure suitable for incorporating One/Two nos. MCB Ea. 5.00 175.00

178 Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C Curve) having 10KA breaking Ea. 6.00 641.00

capacity & confirms to IS :8828 in existing box having following capacity (B) 40 Amp.

179 Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C Curve) having 10KA breaking Ea. 7.00 709.00

capacity & confirms to IS :8828 in existing box having following capacity (C) 63 Amp.

180 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with Ea. 3.00 1,141.00

busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to

house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for

(A) single phase incoming and horizontal single phase outgoing (b) sheet steel double door (IP-43) (iii)8 way

181 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with Ea. 5.00 2,885.00

busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to

house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) (b)

sheet steel double door (ii)6 way

182 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with Ea. 1.00 3,379.00

busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to

house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) (b)

sheet steel double door (iii)8 way

Item No. Item Description Unit Quantity Rate Amount in Rs.

183 Providing and erecting Sheet Steel powder coated Vertical MCB distribution board (VTPN) - flush / surface Ea. 2.00 12,061.00

mounted double door (IP54) fitted with insulated copper busbar, isolated neutral link, earth bar and DIN rail,

confirming to IS 13032 and BS 5486-1986,IP-54 suitable for 63/100 AMP TPN MCCB + RCCB as incomer

and three phase outgoing as per following .(The DBs should be used of same company of MCB to be used)

(B)6 way outgoing

184 Supplying and erecting approved make suitable panel indicator LED type lamp, lens cover, complete erected Ea. 13.00 43.00

with necessary connections.

185 EARTH LEAKAGE CIRCUIT BREAKERS. Ea. 15.00 2,213.00

providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and

Short Circuit withstand capacity of 10 KA and suitable for operation on single phase 240 V,50Hz. having

characteristic of quick action & tripping with all advance feature & do not incorporate any electronic

component. for following Max. rating erected as directed (ii) 40Amps. DP Cat-III

186 Supplying and erecting approved make panel mounting type Digital Voltmeter having 3 digits LED display, 0 to Ea. 1.00 1,263.00

750 AC Volts range erected on existing panel board with all connection, wiring etc .with manufacturers

calibration certificate.

187 Supplying and erecting approved make panel mounting type Digital Ammeter having 3 digits LED display, Ea. 1.00 1,543.00

external CT operated, calibrated for 0 to 1000 Amps suitable to operate on 500 Volt AC , erected on existing

panel board with all connection, wiring etc .with manufacturers calibration certificate.

188 Supplying and erecting Ammeter / Voltmeter selector switch for 3 phase AC Supply 500 V on existing panel Ea. 2.00 314.00

board with necessary connections.

189 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single Nos. 5.00 530.00

MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/

aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name

160V to 270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)

(v) 36-40 Watts, Surge-2 KV, IP-20, conventional 4 feet cat-III

Item No. Item Description Unit Quantity Rate Amount in Rs.

190 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single Ea. 6.00 584.00

MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/aluminium pressure die cast powder coated and high U.V. & corrosion resistance with diffuser

housed in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt , LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)

(iii) 16-20 watts, Surge-2 KV. Cat-lll

191 Supply of approved make frp/grp pole having followiing specifications : Ea. 25.00 16,815.00

FRP/GRP pole made by centrifugal moulding process using thermoset resin polyester/epoxy resin system having

minimum glass content 45.0%.The pole should be in one pieceand tapered round in shape,having smooth

outside surface finish and should be totally fre from corrosion as well as non conductive and shock proof. Pole

should be provided with FRP/GRP base bracket dully fabricated from metal(M.S) and dully claded with

FRP/GRP material to avoid any metal exposer and painted with PU paint.

Pole should mechanical properties i.e 1. Specfic gravity (ASTM D 792) 1.3‐1.8 Kg/m3, 2. Glass Content % by

weight (ASTM D 2584) 45.0 ‐55.0%, 3. Water absorption (ASTM D 570)<0.5%, 4. Tensile Strength(ASTM D

5. Flexural strength (ASTM D 790) 250+/‐50Mpa, 6. Compressive Strength (ASTM

D 695) 200+/‐50MPa, 7. Yeild Strength(ASTM D638) 250 +/‐50MPa.

(3) 'B' class (Heavy Duty) frp/grp pole suitable for base plate mounting

[D] Overall Length of 6.0 meter, Average thickness : 7mm, Top/Bottom Outside Dia. 76/176mm +/‐2.Weight of

Pole 25.0 Kg approx. (Without base) Metal Anchor Base dully frp claded (Size : 340 Ø * 12mmthk , Mounting

hole PCD 285mm * 6 nos. of 20 Ø hole)

192 Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for fixing the brackets & spread of 1.2 Ea. 15.00 2,526.00

Mtr(Suitable for 89 to 114 mm pole top dia)

(A) Single arm bracket

193 Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for fixing the brackets & spread of 1.2 Ea. 6.00 3,895.00

Mtr(Suitable for 89 to 114 mm pole top dia)

(B) Double arm bracket

Item No. Item Description Unit Quantity Rate Amount in Rs.

194 Supplying and erecting LED street light fittings with High power White LEDs wattage of 3 Watt and above Ea. 25.00 5,917.00

assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to

V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges shown.)(A) Street Light (IP-65), Surge protection -

4KV integral and ,Light must have 440VAC line supply with over-voltage protection. (iii) Above 60 to 90 watts

195 Supplying and erecting LED street light fittings with High power White LEDs wattage of 3 Watt and above Ea. 14.00 7,195.00

assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to

V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply with over-

voltage protection.(iv) above 90 to 120 watts

196 Supplying & erecting approved make IP 55 grade Company fabricated Timer Panel of following capacity for Ea. 2.00 13,218.00

switch On-Off street lights on time scheduling basis made from 16G CRCA sheet duly epoxy power painted

inside and outside with hinged doors and locking arrangement consisting of suitable size of 4 Pole MCB and

pole contactor (cat-III)with analog time switch, auto manual switch of same make and suitable input and output

Bakelite terminals and with door earthing approved by Engineer in charge.(B) 40 Amp

197 Supplying and Erecting Of L.E.D. type High bay fixture having Power Consumption of following watts with, Ea. 15.00 5,696.00

Input Voltage 110 - 290 V.AC with full efficiency, Power Factor > 0.9 with 50/60 HZ, CCVC LED Driver used

for maximum power saving, Best Quality Aluminium alloy housing and aluminium Dome for better heat

dissipation, CCT Cool white (6000K), CRI 80, Beam angle > 120 degrees, working temperature -20 deg c to

+55 deg c, Body IP

(B) 90 to 150 watts

198 Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out approx. 2mm thick Ea. 3.00 472.00

box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting mob & hinged doors as per

requirement having locking arrangements with mounting clamp with nuts, bolts & washers suitable for erection

on pole with cable clamps& earth bolt of following size of box.( c)150mm x 125mm x 100mm [deep]

Item No. Item Description Unit Quantity Rate Amount in Rs.

199 FANS & ACCESSORIS. Ea. 12.00 1,929.00

Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with double ball bearing ISI mark with

Condenser 230 volt A.C. 50 Hz 1200 mm sweep complete having 3blades with aluminium blades with , canopy

& 30 cm. down rod erected with earthing.(Make shall be approved by Engineer in charge)

200 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC bars up to 50mm length each Ea. 12.00 107.00

side and pierced through a 16 Gauge M.S. box / Heavy Duty PVC box complete erected concealed in Ceiling

with necessary finishing.

201 Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan box. Ea. 12.00 18.00

202 EXHAUST FANS. Ea. 4.00 1,687.00

Supplying & erecting approved make low noise decorative exhaust fan having square frame ABS body with

inbuilt lowers & square frame.

200mm with 1350RPM. Cat-II

203 Providing and erecting required size HOT deep Galvanised iron strip for earthing of Kg. 100.00 77.00

H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp.

204 Providing and erecting required size Copper strip for earthing of H.T. OCB / ACB/ Transformer, LT panel Kg. 50.00 787.00

board, Motors etc. using copper clamp.

205 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG.Using for DB earthing wire 8 to 16 Kg. 200.00 77.00

206 Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or approved make Safe Earthing Ea. 5.00 7,025.00

Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having

Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron

galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for panel earthing.[A] For electrical installation up to 440 V(c)

For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive

Computer System(like Automation, SCADA) i.e independent Earthing in normal soil. [B] For Electrical

installation up to 11 KV located in other than normal soil

i.e. Soft Rock, Marshy Soil etc.

-Length of Pipe : 2 mtr

-Back filling Compound :1 no. Bag of 25 Kg.

Item No. Item Description Unit Quantity Rate Amount in Rs.

207 Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or approved make Safe Earthing Ea. 2.00 10,489.00

Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having

Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron

galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for panel earthing.[A] For electrical installation up to 440 V(c)

For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive

Computer System(like Automation, SCADA) i.e independent Earthing in normal soil. Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

208 Supplying & erecting approved make Telephone Cable electrolytic copper conductor PE insulation twisted in RMT 150.00 124.00

two pairs, & wrapped with FRLS PVC tape & sheathed with FRLS PVC or HFFR outer Jacket suitable for

telephone wiring & confirming to C-DOT erected in existing pipe. of following size of conductors & nos.of

pairs. With necessary connections. (b) Armoured [Jelly Filled] 1) Ten Pairs

209 SITC of Digital / PCM / TDM EPABX System having SMT design, system with flexible universal slots. Inbuilt NO 1.00 44,949.00

Auto attendant facility, Minimum 15 Nos. conference, Analog extension line, Calling GSM, E&M line, PRI / EI

& VOIP program me through Analog telephone digital key from Ethernet, public address cord, shall have

unrestricted simultaneous dialing facility,

QSIG protocol on PRI, 95 / STD / ISD / Local-Locking, Class of Service, Quick Dial Single Digit dialing of any

two external number, Once only ring device, Boss/Secretary-Do not disturb Facility, Power Down Mode, Hot

Line, Hot Outward Dialing, Day Night Mode, Auto Call Back, Barge-in, Call Pick Up & Call Transfer, Call

transfer while Ringing with Voice Guide System, (DISA), Caller ID (CLI), CLI Base ECF, CLI Base routing

Internet Ready Port, External Music Port, Call Budgeting, Call Most Calculation (ASMDR), DID Direct Inverse

Dialing, External Music Input, Fax Homing, Global Directory Printing with following capacities [A] No of

Extension 16, No of Junctions 6, 8 Port IP Resource in-built, 4 Port Web base Video Conferencing, No of

expandable ports : 48, Operators Console - 01 Compatible : ISDN

210 Supplying & erecting approved make LAN cable of following size in existing pipe as per direction. [D] CAT - 6 RMT 800.00 76.00

211 Providing & erecting water cooler having storage capacity 150 Ltr. & cooling capacity 150 Ltr.per hour @ an Ea. 2.00 55,340.00

ambient temp of 45˚ C. The outlet temp. of the water should drop by 15˚C within a hour, The water cooler

should be comprising of hermetically sealed compressor, fan motor, condensing unit, water tank surrounded

by evaporating, coil, thermostats, relay etc.complete with necessary inlet & outlet connection. The body of water

cooler will be made from Stainless Steel.

Item No. Item Description Unit Quantity Rate Amount in Rs.

212 Supplying and erecting water filter cum purifier with ultra violate technology. (Aquaguard / waterdoc model or Ea. 2.00 5,371.00

equivalent symphony/ crystal/videocon model)

213 Supply, Installation, Testing and Comissioning of 4MP Fixed Lens Dome Type Camera, Nos 0.00 6,015.00

H.265 4MP IR Vandal Proof Dome N/W Camera, 2.8mm/3.6mm, 30M IR, Micro SD, DC12V/PoE, IP67/IK10,

Basic IVA, 1 / 2.7" CMOS, 2560 × 1440, 0.01 Lux, F1.2, AGC ON; Defog, True day/night, Digital WDR, 3D

DNR, HLC & BLC, Triple streams, Smart codec by ROI, Cyber Security, Basic intelligent video analytics,

NDAA Compliance, UL, CE, FCC Certified (Including Five year free maintenance with guarantee)

214 Supply, Installation, Testing and Comissioning of 32 Channel Network Video Recorder (NVR), Support Nos 0.00 27,345.00

8CH@2MP, H.264 Video Compression, HDMI, VGA output, up to 4 SATA interface each with max 6 TB

support, bandwidth 200 mbps, CE FCC, BIS, Operating Temp -10 deg to 50 deg C, USB and serial

Interface (Including Five year free maintenance with guarantee)

215 Supply Installation Testing & Commissioning of 8TB Surveillance Harddisk Nos 0.00 19,706.00

216 SITC of 24 x 10/100/1000BASE-T ports 4 x Gigabit RJ45/SFP Combo ports Advanced L2 switching and Nos 0.00 15,247.00

security features L2+ Static Routing Optional “standard mode” or “surveillance mode” management

user interface [Approved by Competent Authority i.e. not Below the rank of Executive Engineer ]

217 SITC of LIU 12 PORT Rack Mount - Loaded (LC) SM [Approved by Competent Nos 0.00 6,833.00

Authority i.e. not Below the rank of Executive Engineer ]

218 SITC of SCREEN SIZE 80 cm diagonal (32” INCH), RESOLUTION HD (1366*768), USB INPUT (2.0 Nos 0.00 17,860.00

SUPPORT) 2*Side(USB2.0), HDMI INPUT 3*Side(HDMI 1.4), USB DEVICE SUPPORT USB Supported

HDD, HOTEL MODE Yes, Basic, BLUETOOTH Yes (Ver. 4), WIFI TYPE(STANDARD) 802.11a/b/g/n 2.4G

2T2R, Built-in, WIFI BAND TYPE 2.4GHz, OS & VERSION INFO Android 'P' - 9.0, MEMORY FLASH

8GB EMMC, RAM 1.5GB , DDR3

2133 Mhz. (Including Five year free maintenance with guarantee)

219 Providing and erecting approved make split air-conditioning unit consisting of copper condensing unit with fan Each 3.00 58,706.00

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 Control) with necessary core cutting.For 4/5 star Rating of current year

(2)For ISEER Range (KWH/KWH)(4.0 to 4.49)

(c) for 2 ton capacity

220 Liaisoning work for additional load for requirement, electrical power connection charges and inspector approval Each 0.00 25,000.00

for power(to be paid to concern electrical power supplier company)

SUB TOTAL OF SECTION - 3

Item No. Item Description Unit Quantity Rate Amount in Rs.

FIRE FIGHTING WORKS

221 Providing and laying disinfectant spraying machine suitable for spraying, (1) near weighbridge and (2) at upper JOB 1.00 1,50,000.00

platform with necessary piping with nozzle, this should be of rougured designe capable enough to work for

sixteen hours a day Continusoly with storage tank.

222 MS / GI Heavy 'C' Class, as per IS: 1239 pipes with pressure gauge, siphon cock, Flanges, Nut-bolts, gaskets,

fittings, Supports, Welding, painting. ISI Mark.

222.1 (A) 100 mm (G.I.'C’ class, Under ground) Mtr. 500.00 1,850.00

222.2 (B) 100mm (MS, black, 'C’ class above grd) Mtr. 80.00 1,280.00

222.3 (C ) 80 mm (MS, black,'C’ class above grd) Mtr. 300.00 1,050.00

222.4 (D) 65mm (MS, black,'C’ class above grd) Mtr. 100.00 799.70

222.5 (E) 50 mm (MS, black,'C’ class above grd) Mtr. 100.00 671.00

222.6 (F) 40mm (MS, black,'C’ class above grd) Mtr. 100.00 478.50

222.7 (G)32mm (MS, black,'C’ class above grd) Mtr. 100.00 416.90

222.8 (H)25mm (MS, black,'C’ class above grd) Mtr. 250.00 314.60

223 Hydrant Valves ISI Mark (IS: 5290) Gun Metal Body. Nos. 4.00 8,000.00

224 To provide 63mm dia RRL, IS-636 Hose pipe-15M long ends binded with GM instantaneous male female Nos. 3.00 11,000.00

Coupling with GM Branch Pipe, IS: 903 complete set: Hose Box with above 63mm x 15mtr

225 Hose Reel Drum with 1" x 40M PVC double Braided Pipe tested at 15kg/cm2, SS- shut off nozzle, SS Ball Nos. 3.00 8,000.00

valve complete set.

226 2 way Fire Brigade inlet CI Body GM Parts Nos. 1.00 7,500.00

227 Fire Pump set 900LPM jacketed (Submersible) with set of 10 mtr of flat cable laid up to starter panel in heavy Set 2.00 60,000.00

228 Starter Panel wall mounting using L&T make Switch, contactors, relay, Timer, SPP, its Selector Voltmeter, Nos. 2.00 30,000.00

VSS, Ammeter, ASS, Control fuse, Power Fuse HRC, lamps, start-stop PBS with Remote start-Stop facility

wired & terminated.

229 Butterfly Valves : Sandwich, wafer seal, Quick opening, hand lever operated, Body C.I., Disc SS: 316,seat

EPDM IS: 13095 Rating PN: 1.0 / PN: 1.6 suitable for RF/FF companion flange sandwiching and flange

drillings as per Is/BS/DIN.

230 Non return Valves: Swing one way horizontal threaded or (F) Ends, class 150 lbs body bronze B62 IS:

Item No. Item Description Unit Quantity Rate Amount in Rs.

231 Remote Start / Stop Push button stations: (Dust,Shock & Weather proof enclosure) Front transparent cover plate Set 1.00 5,000.00

inscribed in P.O red bold letters as: FIRE PUMP ON- OFF SWITCH., INCASE OF FIRE, BREAK

GLASS AND PRESS GREEN PUSH BUTTON. Using Technic/Airon Push buttons 1.5sqmm x 3core copper

flexible wire (500mtr length) in heavy duty PVC Pipe laid in ground & on wall. Monitronic systems /

232 Fire Alarm System comprising of: Main Fire Alarm Control Panel completely wired, tested, Certified as per IS: Set 1.00 35,000.00

2189 by Govt, of India Lab. Located at Ground floor along with Manual call points with chain & Hammer, High

intensity Hooters, Flashers on each floor & 1.5sqmm copper wiring in heavy duty PVC pipe. Monitronic

systems / Equivalent.

233 Fire Extinguishers: ISI Mark. (With co-related test certificates

233.1 (A) 4.5 Kg. Capacity Co2 type Nos. 12.00 5,100.00

233.2 (B) 5.0 Kg. Capacity DCP type Nos. 12.00 5,100.00

234 Erection & Testing of the System JOB 1.00 25,000.00

235 Supplying ,Installing,testing and commisioning of 15mm inlet,80 k-factor following type sprinkler heads

including required reducer and Pipe length with quartzoid bulb of LFB approved Make and quality to operate at

58 degrees c.etc. complete.

235.1 (1) Conventional Pendent type Sprinkler(with rossete) 58 degree temp. Nos. 80.00 330.00

235.2 (2) Upright Sprinklers having 58 degree temp. rating Nos. 30.00 460.00

235.3 (3) Side wall Sprinklers having 58 degree temp. rating Nos. 30.00 315.00

235.4 (4) Concealed pendent sprinklers with 58 deg. Rating Nos. 30.00 1,175.00

SUB TOTAL OF SECTION - 4

MACHINERY AND VEHICLES

236 Portable generator Nos. 1.00 5,00,000.00

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 capacity: 60 litres, Period for which the

generator is capable of delivering declared output: 15 hours

Item No. Item Description Unit Quantity Rate Amount in Rs.

237 Static compactor Nos. 2.00 1,06,66,738.00

The hopper is a large container wherein incoming MSW will be unloaded directly by vehicles. This should be

firmly fixed to the charge box body & supported ensure adequate stability. It would be made of 6mm thick ms

sheets the capacity should not be less then 10 CMT. The hopper opening area at the top should be designed in

such a way that unloading of minimum two vehicles is possible at a time. The hopper would be well supported

by MS structure of appropriate size to take self-weigh & Garbage.

The unloaded MSW collected in Hopper will be pushed through charge box to compatible with HL containers

by to & fro movements of the compactor head, which is attached to charge box. The charge box volume should

be minimum 3.0 CMT. The construction of charge box should be with 6mm MS construction with necessary

stiffeners. There should be provision for grouting the stationary compactor on the foundation. The charge box

must have the provision for mechanically locking the Hook Loader container to it to ensure trouble free

operation during the compacting cycle. It shall posses all required safety arrangements.

Control panel: Heavy-duty electrical control panel with IS approved electrical items and wires, switch gears

etc. shall be provided and shall be suitable to run minimum 10 KW electric motor with all the required overload

protection & alarms.

Hydraulic compacting Mechanism: Entire stationary compactor mechanism must be imported and of reputed

manufacturer whose products are well run in country of origin as well as in globe. This will consist of a

hydraulic ram that will travel through the charge box length and push the MSW into the container. The ram of

hydraulic compacting mechanism should be of suitable size & capable to generate a density of 0.7 to 0.8 T/M3

compacting garbage. The compaction time of one container shall not be more than 24 – 26 minutes. The

hydraulic ram shall be of standard make with standard dimensions having heavy-duty raw materials and capable

enough to run for continuous operation of about 16 hr/day. Necessary oil cooler with required mechanism shall

also be given for cooling of hydraulic oil.

Item No. Item Description Unit Quantity Rate Amount in Rs.

238..1 Hook loader Nos. 3.00 77,96,610.17

Fully built Hook loader with chassis. The chassis shall be rugged and durable, shall incorporate the latest

technological features offered by the manufacturer/supplier. The vehicle should have minimum 25 ton pay load

(GVW) capacity and 6 X 4, must be suitable for fixing of Hook lifter equipment as detailed below. Below

mentioned are minimum requirements; Specifications. Any HCV- 6 x 4 chassis with full forward driver cabin

and load should meet the flowing specification: A) Gross vehicle weight: minimum 25000 Kg. B) Engine: Fuel

efficient, Turbo charged 4- stroke, 6- cylinder water-cooled, direct injection diesel engine delivering not less

than 130 HP at rated RPM & manufacturer’s duty point. It must have minimum EURO- III/EURO- IV emission

norms as may applicable to MRMC, Morbi. C) Clutch: Single plate dry friction type. D)Gear Box Type:

Synchromesh. E) No. Of gears: 5 forward and 1 reverse or as per CMVR / ARAI approval. F) Front Axle:

Heavy duty forged I- reverse. (Or as per approval of ARAI/CMVR). G) Rear Axle: Two live rear axles, single

speed fully floating spiral bevel gears. (Or as per approval of ARAI/CMVR). H) Steering: Power steering.

Brakes: I) Service Brakes: Dual circuit full air S-Cam brakes, or as per CMVR / ARAI approval. Parking

Brakes: Spring actuated on rear wheels, or as per CMVR / ARAI approval. Engine Exhaust Brake:

Pneumatically operated with foot control valve or as per CMVR / ARAI approval. J) Frame: Ladder type heavy

duty frame with riveted/bolted cross members. Side members of channel sections, or as per CMVR / ARAI

approval. K) Suspension: Semi elliptical leaf spring at front and rear with auxiliary springs at rear only or as per

CMVR / ARAI approval. L) Shock absorber: Hydraulic double acting telescopic type at front or as per CMVR /

ARAI approval. M)Wheels & tyres wheel base: minimum 4600 mm; Tyres: 10.00*20-16PR with diagonal ply.

(Or as per approval of ARAI/ CMVR). No. Of wheels: Front: 2, Rear: 8, Spare: 1 (Lockable) N) Fuel Tank

Capacity: Minimum 180 liters approximately. O) Cab: All steel fully forward control drivers' Cabin with

adjustable seats having seats belts. Cab should have all standard accessories like open able side windows, rear

view door mirrors, laminated windscreen. Minimum Two speed windshield wipers, fuel gauge multiple warning

lamps and buzzer low oil pressure coolant level etc. P) Electric system: Voltage: 12/24 volts. Q) Battery

Capacity: 12 volts-180 amps/hr 24 volts-80amps/hr. (Or as per approval of ARAI/CMVR) R) Alternator

Capacity: minimum 65 amps. (Or as per approval of ARAI/CMVR) Head lights: 2 nos. with Head light

protection frame. Turn Signal: Front and rear. S) Painting: Paint & painting process shall be superior quality to

ensure long lasting structure resistant to rust, weathering and breakage.

Item No. Item Description Unit Quantity Rate Amount in Rs.

238.2 T) Color shade: Purchaser choice from standard colors offered by suppliers. Hook loader equipment over truck

The Hook Loader Equipment mounted on a Truck chassis (HLE) shall be used for lifting, loading the closed

containers of various capacities (General 20 cum vol. Capacity) and discharging the contents (solid waste

materials like garbage, garden waste, debris and other like refuse materials) by tilting the container at the desired

The hydraulically operated HLE shall be capable of loading/ unloading the steel container on/from chassis

having, by hooking and rolling on/off principle. HLE shall be capable enough to handle the load of 20 MT with

at least 10% safety factor. Minimum requirements are as under:

HLE shall be provided with an arm type hook mechanism for loading and unloading the container.

The HLE will have a central frame assembly located with an outer structure to handle and to tip the container. It

shall have telescope jib with heavy-duty hook, 2 main rams for lifting/ tipping, standard containers locking

arrangement, hydraulic pump, stabilizers and other by hydraulic elements as per functional need.

The hydraulic pump will be driven by the vehicle engine gearbox through the power takes off (PTO) unit.

A pair of roller assembly located at the rear end of the HLE will facilitate and guide the main beam sections of

container during loading/unloading of the container.

Necessarysafety locking arrangement (Mechanical /hydraulic) shall be provided to lock the container with the

HLE. Tipping operation of the container shall be done after effective locking.

All safety control like holding valves, check valves/relief valves, Electric Hydraulic/ Pneumatic functional

interlocking arrangements will be provided for operational reliability. It shall have all required hydraulic

connections for loading-unloading-locking-emptying of the container.

All control levers shall be provided at a convenient

location in/near driver cabin for easy operation.

HLE Capacity: min 20 ton; Container length that can be accommodated: min 4000 mm

Hydraulic pump capacity: as per requirement; Operating pressure: min 200 bar; Hydraulic tank capacity: min

The hook loader equipment on chassis shall be as per rules & regulation prescribed by local transport authorities

These specifications only show the requirement in brief. Each tenderer shall attach descriptive literature and

specifications along with a detailed description of the machine covering all the salient features.

Providing nipples etc to all moving parts with adequate means of lubrication.

All reciprocating parts shall be suitably guarded

The equipment shall be capable of being operated under average conditions for at least 16 hrs.

Item No. Item Description Unit Quantity Rate Amount in Rs.

238.3 Continuously without any ill effects on its component

However imported components shall be approved by principals and international organisation with certificates.

The rear body shall be painted from outside with Asian/ Nerolac / Berger / ICI /Shalimar/Dulux. The colour

scheme will be intimated later.

The under-chassis parts and the portion shall be painted with anticorrosive black. Complete unit including cross

and super structure member shall be painted with superior quality anti-rust paint. All the paint material shall

confirm to ISI specifications and shall be of specified makes. The cabin shall be painted with Asian/ Nerolac /

/Shalimar/Dulux paint externally and internally. The colour scheme will be informed at the time of fabrication

All welding work must be MIG welding only. All necessary finishing shall be carried out prior painting.

Welding wire shall be of ESAB/ADOR/L&T only.

All angle and channels and other raw materials are as per Indian standard.

All MS material shall be of Tata / SAIL / Jindal / Vishakhapatnam steel/ Essar /Ispat/Hardox/as suggested in the

tender (for angle/ channel if not available of above brand, then it shall be of IS/ISO approved make) only.

Contractor has to submit necessary test report and/or invoice copies. Paint must be of standard brand only like

Asian, Nerolac, Berger, ICI, Dulux and Shalimar only.

Item No. Item Description Unit Quantity Rate Amount in Rs.

289.1 Container Nos. 4.00 11,65,254.24

Fabrication of 20 cum container

The closed top, rear loading type containers will be compatible with Hook loader as well as stationary

compactor to be installed at transfer stations. The container will have rear door opening by ratcheting

arrangement for loading refuge at processing site. It shall also have mechanical locking arrangements to lock

them with stationary compactor while loading the refuge.

Technical specifications:

Volumetric capacity: min 20 cum

Base/floor: 6 mm

Floor plate: as per ISMB

Side panels: 4 mm

Rollers with heavy duty bearing: 2 no. rear side

Materials: as per BIS

Weight: not less than 3000 kg

Dimensions: L 4000 mm, W 2000 mm, H 2300 mm

However, these dimensions shall be approx. and actual dimensions shall be as per the design of the

manufacturer which tenderer has to submit with tender. Further it should match with offered chassis, HLE and

Local RTO norms.

The container would be used for storage and transportation of compacted of municipal solid wastes. Container

should be of 20 cubic meter volumetric capacities. The lifting hook shall be integrated within the frame and be

capable of taking the specified load.

Container should be of 20 CMT. Volumetric capacity and should be strengthen enough to handle the garbage of

its maximum capacity. It shall be capable enough to take care the compaction pressure of the Stationary

compactor during the compaction process. Material should not deform.

Container shall have its bottom plate (i.e. floor) of 6 mm thick M.S. plate. Sides, front and top portion of 4 mm

thick M.S. sheet.

There should be optimum number of. cross stiffener / cross members. Along the Width of the container with end

There must be. Longitudinal MS Section beneath the floor to strengthen the floor and for roll on roll off

Item No. Item Description Unit Quantity Rate Amount in Rs.

239.2 Hooks for container lifting: The hook for lifting the container would be integral to the framework of the

container. It shall be provided with the necessary reinforcement to handle the design weight for lifting with

adequate factor of safety. The shape and size would be as per the design of the lifting tackle (Hook lifter).

Locking of container shall be given so that it cannot move out from the hook during any operation. Necessary

safety provision shall be provided so that container should not slide from the hook lifter during transportation.

The design of the container shall be suitable for hook lift vehicle for transportation and have arrangement to

lock to the hook lift vehicle during transportation. Further container shall have heavy duty rear door opening

arrangement by ratchet and lifting cylinder for unloading of refuse at treatment/disposal site.

All the Plate / Sheet Joints at container edge / border must be supported properly should be fully welded by

means of proper MIG welding method. All welding work must be finished properly for better look and strength

Container rear door shall have ratchetted arrangement lock and should be strong enough to handle the rigorous

working operation.

Container shall have 2 Nos. of rollers with required pin and bracket arrangement at the rear side of heavy-duty

material for roll on and roll off operation.

Container shall have arrangement to collect leachate formed during compaction and smooth valve & related

mechanism to empty it.

Container shall have upward sliding door (Guillotine) arrangement. It shall be having proper sealing also.

For fabrication of container normal engineering standards and practice will have to be used by the contractor.

Container should have minimum weight of 3000 Kgs.

12.Container outer sides shall be colored with Green as per our S.W.M. Scheme. Painting: The inside of the

containers to be coated with two-coat black colour fiber reinforced plastic resin or equivalent polyurethane

resin. Bottom of the container shall also be painted with black anti-corrosive colour. The outside shall be

painted “GREEN” (or as per MRMC requirement) with minimum 1 coat of first quality synthetic paint to ensure

long lasting structure suitable for use of handling raw garbage under corrosive conditions. Prior to painting coat

of anti corrosive zinc riched primer shall be applied as per the paint manufacturing standard. The supplier

should paint number on container and messages on the body.

Contractor shall provide MRMC Logo and Numbering as per our instruction.

Contractor has to first provide the sample container and on approval of the same balance quantity should be

If any suggestion / instruction given by MC and / or his authorized representative during inspection, it shall be

implemented by contractor.

Item No. Item Description Unit Quantity Rate Amount in Rs.

239.3 All welding work must be MIG welding only. All necessary finishing shall be carried out prior painting.

Welding wire shall be of ESAB/ADOR/L&T only.

All angle and channels and other raw materials are as per Indian standard IS-2062.

All MS material shall be of Tata / SAIL / Jindal / Vishakhapatnam steel/ Essar / Ispat / (for angle/ channel if not

available of above brand, then it shall be of IS/ISO approved make) only. Contractor has to submit necessary

test report and/or invoice copies.

Paint must be of standard brand only like Asian, Nerolac, Berger, ICI, and Shalimar only.

SUB TOTAL OF SECTION - 5