Construction of 10.26 km Elevated Viaduct from Thaltej Gam Dead End to Godhavi Dead End, including 8 Nos. Elevated Stations, E&M Works for Ahmedabad Metro Rail Project

Bill of Quantity (BOQ)

Gujarat Metro Rail Corporation (GMRC) Limited

(SPV of Govt. of Gujarat and Govt. of India)

Formerly known as Metro Link Express for Gandhinagar and Ahmedabad (MEGA) Co. Ltd.

Block No.1, First Floor, Karmayogi Bhavan, Behind Nirman Bhavan,

Sector 10/A, Gandhinagar:

Corporate Identification No (CIN): U60200GJ2010SGC059407

GMRC/CONS/STNS+VDCT-1/2026 BOQ

PREAMBLE AND GENERAL REQUIREMENTS FOR ELEVATED SECTION

The Pricing Document shall be read in conjunction with technical Specification, Employers Requirement,

BOQ’s for the works and other provisions of the tender documents, Schematic tender drawings etc.

including Annexure, Appendix, Addendum / corrigendum and any other document forming part of the

Tender Document.

The Bill of Quantities shall be read in conjunction with the Instructions to the Tenderer, General Conditions of

1. Contract, Special Condition of Contract, Employers Requirement, Scope of work, technical specifications and

drawings etc. If the specifications in the scope of work, Employers Requirement, Technical specification are

inferior with respect to relevant codes and standards then the provision of the Codes and Standards shall

prevail and vice versa. The decision of the Engineer-in- charge regarding this issue shall be binding on the

The quantities given in the Bill of Quantities are estimated and provisional and are given to provide a common

2. basis for bidding. The basis of payment will be the actual quantities of work carried out, as measured by the

Contractor and verified by the Engineer and valued at the rates and prices tendered and accepted in the priced

Bill of Quantities, where applicable, and otherwise at such rates and prices as the Engineer may fix within the

terms of the Contract. The final executed work quantities may vary.

The rates for each item and the Schedule of Items shall be written in indelible ink or type written in the

3. summary sheet in words and figures. Therefore, the quoted price for each Schedule shall be calculated and

written against each Schedule of the work. The total price, as sum of quoted price for all the Schedules of the

work shall be shown at the bottom of the summary sheet. The total price shall also be written in words and

figures. In case of any discrepancy, the amount written in words will be taken. The percentage/item rates shall

be quoted and amount evaluated in Indian Rupees only. as applicable against Schedule/items in BOQ, both in

figures and in words. The person authorized to sign on behalf of the tenderer shall sign in full at bottom of all

pages and at the end of schedule.

All the item of works which are not covered in BOQ Schedule A, B and C1 of structure Section, but are required

4. to be carried out as per the direction of Engineer-in-Charge, shall be carried out under the Schedule-C2 i.e.

Provisional Sum Schedule as per below preference.

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

(The rate to be paid shall be as per rates mentioned in above SOR excluding GST)

The rates in BOQ are exclusive of GST (18%) and all other Taxes and cess, ocrtoi etc. as on date of submission.

If the Tenderer fails to fill up the percentage rate, “In each Schedule of the Summary sheets” the offer will be

6. evaluated based on the Par rate (cash value rate of the tender) given in the BOQs and no claim on account of

this will be entertained from the tenderer. However, GMRCL reserve the right to disqualify the tenderer.

General directions and descriptions of work and materials are not necessarily repeated or detailed in the Bill

7. of Quantities. References to the relevant specifications and sections of the contract documentation should be

made before quoting rates in the Bill of Quantities.

The rates are deemed to be inclusive of all lead (except as otherwise specifically provided in the description of

8. the particular item), lifts, ascend, descend, handling, rehandling, crossing of Nallah/Streams/Tracks any other

All enabling works for executing the work e.g. approach road to site, launching arrangements, arrangement of

9. water and electricity and any other incidental works which can be reasonably be inferred to be required for

completing the works is to be arranged by the contractor at his own cost and deemed to be included in the

In all concreting items, all material, equipment, labour, casting beds, stress frames, form work staging,

10. scaffolding, etc is to be arranged by the contractor within the quoted rates.

Storage of Material: All the material at site will have to be properly stacked & stored so as to facilitate

11. inspection. The material should be properly protected from the detrimental effects of nature and fire, theft etc.

The contractor shall be responsible for watch & ward and any loss or deterioration on account of above shall

lead to rejection of material and the contractor has to replace the same at his own cost.

The method of measurement of completed work for payment shall be in accordance with provisions in

12. Contract/Specifications except as otherwise specifically provided in the description of item or particular bill

of quantities or explanatory notes to the particular bill of quantities.

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Obtaining prior permission for felling/cutting of trees will be in the scope of Contractor.

All materials to be supplied by the contractor within the quoted rate for the respective item.

All design mix concrete shall be machine batched with automatic weigh batcher, machine mixed and machine

15. vibrated or Ready Mix Concrete prepared in batching plant and transported by transit mixer to the site of work

or as directed by the structural designer.

The installation price of switchboards, metering panels, DB's or any other items shall include supply and fixing

16. of supporting steel structures/MS channels grouting of the same, associated civil works etc., as required. No

change in unit rate shall be allowed for any change in quantity or for any other reason whatsoever.

Prior to demolishing of any structure measurements will have to be taken. Scheme of dismantling has to be got

17. approved from the Engineer-in-charge.

All activities not specifically covered in BOQ /Schedule of Items, but required to be executed in order to

18. complete the Scope of work have to be deemed as covered with in these mentioned items of the Schedule /

Errors will be corrected by the Employer for any arithmetical errors in computation or summation as indicated

19. in the Contract Document.

The contractor must see the site conditions such as type of soil, locations etc., and take all factors into

20. consideration while quoting in the BOQ as no extra cost will be allowed on any ground arising out of or relating

to the site conditions. earth resistivity testing, water testing all shall be carried and cost of same shall be

considered included in the bid.

The contractor shall take into account the expenses of pre-commissioning tests to be conducted as per

21. specification of the complete installation by licensed agencies.

All temporary works shall be carried out by the contractor including temporary lighting & power at station

22. areas, Switchboards, DG sets, cables, stores, etc.

Repairs to damage of existing carriage way, canal work etc. during construction work shall be carried out by

23. contractor at his own cost as per the technical specifications. Prior to start of repairing work, scheme of repair

work shall be got approved from Engineer in charge.

For all type of cement concrete work rate shall inclusive of

24. I. The rate shall include cost of all necessary admixtures required as per mix design, curing, casting including

centering, shuttering, propping, staging, scaffolding, necessary tools, plants, machinery and all related

operations, etc.

II. The rate shall include cost of carrying out concrete mix design from approved laboratory as described in

the specification or as approved by Engineer-in-charge.

III. The rate is inclusive of all materials, including, mixing in fully automatic batch mix plant, transportation by

transit mixer for any lead from plant site, pumping, pouring, curing, placing in position, making good the

damages, with all lift with contractor's labour, tools & plants, machineries, as required.

IV. The rate is inclusive of providing formwork for exposed form finished concrete surface for concrete above

ground level in desired pattern, sizes with grooves, using laminated shuttering plywood/steel shuttering,

including neat cleaning & rendering of exposed concrete surface, as per the sample approved by the Architect

and as directed by the Engineer-in-charge. (Same kind of shuttering material should be only used for standard

and residual sizes)

V. The rate is inclusive of roughening and/or hacking exposed concrete surfaces for key for plastering, grinding

with carborundum stone over concrete spills / level difference in joints of concrete.

VI. The rate is inclusive of cost of providing grooves, chamfers, moulding, cutout etc. in formwork & using

required dosage of plasticizer in concrete for obtaining required workability as per approval of Engineer-in-

charge. The work will include vibration of concrete, curing protecting from damage, bailing/pumping out

water if required, levelling of ground, making site good etc.

VII. The rate is included labour for keeping embedment if any wherever required while casting.

VIII. The rate shall include form liner finish as per drawing / technical specifications.

The Tenderer’s offer shall be exclusive of GST. Income Tax and any other statutory taxes to be deducted at

25. source, if any, will be deducted by the Employer in accordance with the Income Tax Act and any other acts in

force and in accordance with instructions issued by the Authorities on this behalf, from time to time.

The Tenderer is required to furnish the PAN for all members of Group.

The rates and prices to be tendered in the Bill of Quantities are for completed and finished items of work and

27. complete in all respects. It will be deemed to have included all constructional plant, tools, machinery, labour,

supervision, materials, fuel, oil, consumables, elect& power, water, transportation, all leads and lifts,

GMRC/CONS/STNS+VDCT-1/2026 BOQ

dewatering, all temporary works and false works, construction of temporary stores and buildings, fencing,

watering, lighting, erection maintenance, night working, inspection facilities, safety measures at work sites

casting yard for workmen and road users, preparation of design and drawings pertaining to the casting yard,

staging, shuttering, form work, stacking yard etc., establishment and overhead charges, labour camps,

insurance costs for labour and works, contractor's profit, all taxes, royalties, duties, cess, octroi, and other

levies and other charges together with all general risks, liabilities and obligations set out or implied in the

contract and including remedy of any defects during the Defect Liability Period, unless otherwise provided in

Annexure-13A as duly filled in and priced should be invariably submitted in the Financial Package as

28. mentioned under Para C15.1 of the I.T.T (Instruction to Tenderers) under Volume-1 of Tender-Document and

the evaluation of Financial Package by the Employer will be done in accordance with Para E5 of ITT and other

relevant terms and conditions of the Tender.

Tender Total to be sum of total amount as derived/ quoted in the summary sheet along with addition of Price

Tender Total to be sum of total amount as derived/ quoted in the summary sheet along with addition of Price

29. of unqualified withdrawal of all conditions of Deviation, as per Annexure-13A, if any. This Tender Total will be

used for comparative evaluation of the Tenders.

The tenderer shall include in the Annexure – 2, Tax Estimate of the tender document, the rates/amounts

30. considered in the state and central Tax, duties, levies and included in the tender price and Gujarat state

government taxes, cesses and levies.

The tenderer should quote his percentage against each Schedule in the “summary sheets of each part” only on

31. N Procurement Portal and nowhere else.

The preparation and submission of the design, drawings, etc. for the complete façade works, unitized structural

32. DGU glazing system and all of its elements, roofing with structural steel, space frame, polycarbonate sheet for

the courtyard and atrium, canopies shades at various locations, etc. is in the contractor's scope. The contractor

shall submit 3 qualified façade vendors/structural designers with substantial experience in similar projects.

GMRC will review and select the vendor. The contractor must then obtain designs from the selected vendor

and submit all designs, drawings, and calculations for approval.

All design criteria must comply with relevant codes, force factors, and load factors while maintaining the

original architectural intent. Following design approval, the contractor shall create mockups for final approval

by the Architect/GMRC before proceeding with execution. All these requirements are included in the

contractor's scope, and no additional payment will be made for these items.

The successful contractor shall submit the material sampled which are in co-ordination with interior work like,

33. detector, camera, switchboard, Distribution board, lighting, speakers etc.., to the Engineer for approval prior

to supply/commencement of such works. The approval of these samples to be sought from architect/GMRCL.

Any choice of color model asthetical options from approved makes shall be supplied by contactor at no extra

cost / commercials.

All material to be supplied at site shall be pre intimated to the engineer along with supporting FAT, material

34. test, type test reports and qty sheet along with specification compliance, unless the same is approved and

accepted the material shall not be supplied at site.

All expenses related to material FAT at factory or OEM location shall be borne by contractor, also the cost shall

35. include transportation, lodging & boarding of engineer / GMRCL team attending the testing at factory / OEM

location weather local / abroad.

The successful contractor shall submit 100% compliance against each and every BOQ line items & material

36. specification before work commencement at site or any material delivery at site.

The successful contractor shall submit the Schematic diagrams, fabrication drawings with details of all

37. equipments like D.G, Pumps, wirings diagrams etc., to the Engineer for approval prior to

supply/commencement of such works. The approval of these drawings will be general and will not absolve the

contractor of the responsibility of the correctness of these drawings. At least six copies of the approved

drawings shall be submitted to the Engineer for their distribution to various agencies at site at no cost to the

All testing and calibrating charges for the Meters shall be included in the installation price of the Meter Cubicle.

High voltage testing by Voltage Boosters, relay calibration by secondary injection and meter calibration have

39. to be carried out at site by authorized agencies.

GMRC/CONS/STNS+VDCT-1/2026 BOQ

The contractor shall carry out DG set testing and commissioning including supply of fuel & other

40. consumables/accessories at site without any extra cost for supply of fuel & other consumables/accessories as

required or instructed by the Engineer. Supply of fuel for testing shall be provided by the Contractor after

successful testing DG tank shall be filled by contractor. All the charges for fuel is also included. No seperate

payment shall be made for the supply of fuel.

The contractor shall supply all equipment, spares and consumables required for 104 weeks of Defect Liability

All wall and floor openings where cable containments are passing through shall be sealed with 2-hour fire

42. rated sealant after completion of cable pulling or installation.

The rate also includes all charges like packing and forwarding charges, handling, loading, unloading,

43. transportation, transit and other insurance, hoisting to all levels, setting and fixing in position, disposal of

debris including all other labour, Liabilities, obligations and risks arising out of conditions of contract and

Liaisoning for obtaining approval from CEIG, Fire clearances, Electrical Inspectorate & Local authorities.

All enabling works for executing the work e.g. approach road to site, launching arrangements, arrangement of

44. water and electricity and any other incidental works which can be reasonably be inferred to be required for

completing the works is to be arranged by the contractor at his own cost and deemed to be included in the

All items of E&M works which are not covered in BOQ but are required to be carried out as per direction of

45. engineer in charge will be based on list of concerned item as available in DSR (E&M)

Payment for scheduled E&M works shall be made as follows:

1) ⁠65% on supply and delivery

2) ⁠10% on installation

3) 15% on testing and commissioning

4) 5% on integrated testing and commissioning

5) 5% on taking over

Payment for the Comprehensive Annual Maintenance Contract (CAMC) shall be made in equal quarterly

47. installments over the 5-year contract period (totaling 20 installments), payable at the end of each quarter upon

submission of the service report and invoice.

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Name of Work: Construction of 10.26 km Elevated Viaduct from Thaltej Gam Dead End to Godhavi Dead End, including 8 Nos. elevated Stations (Including E&M Works

and Excluding Architectural Finishing Works & Roofing Works) for Ahmedabad Metro Rail Project, Phase-3A

Annexure – 1, SUMMARY SHEET OF BILL OF QUANTITIES & QUOTED RATES

Total Amount (INR)

(including percent above /

Schedule No. & Description Basic Cost (INR) % at Par/above/below

below / at par of

Amount At Par Value)

Section Description of Section In Figure In Words In Figure In Words

1 Schedule-A General

2 Schedule -B1 Foundation Work

3 Schedule -B2 Cast in Situ Concrete Work

4 Schedule -B3 Precast Concrete Work

5 Schedule -B4 Reinforcement and Prestressing Steel

6 Schedule -B5 Structural Steel

7 Schedule -B6 Bearing

8 Schedule -B7 Miscellaneous Work

GMRC October 2026 Page 6 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Name of Work: Construction of 10.26 km Elevated Viaduct from Thaltej Gam Dead End to Godhavi Dead End, including 8 Nos. elevated Stations (Including E&M Works

and Excluding Architectural Finishing Works & Roofing Works) for Ahmedabad Metro Rail Project, Phase-3A

Annexure – 1, SUMMARY SHEET OF BILL OF QUANTITIES & QUOTED RATES

Total Amount (INR)

(including percent above /

Schedule No. & Description Basic Cost (INR) % at Par/above/below

below / at par of

Amount At Par Value)

Section Description of Section In Figure In Words In Figure In Words

9 Schedule -B8 Structural steel for Open Web Girder

10 Schedule –C1 Electrical System Works

11 Schedule -C2 Fire Alarm System & Fire Fighting System Works

12 Schedule -C3 Air Conditioning & Ventilation System Works

13 Schedule -C4 Building Management System Works

Comprehensive Annual Maintenance for 5 Years

14 Schedule -C5 for completed Electrical and Mechanical system

Provisional Sum for Electrical System, Fire Alarm

System & Fire Fighting System, Air Conditioning

15 Schedule -C6

and Ventilation System, Building Management

System and Miscellaneous Works.

16 Schedule-D1 Road works Item under R&B SOR 2023-24

GMRC October 2026 Page 7 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Name of Work: Construction of 10.26 km Elevated Viaduct from Thaltej Gam Dead End to Godhavi Dead End, including 8 Nos. elevated Stations (Including E&M Works

and Excluding Architectural Finishing Works & Roofing Works) for Ahmedabad Metro Rail Project, Phase-3A

Annexure – 1, SUMMARY SHEET OF BILL OF QUANTITIES & QUOTED RATES

Total Amount (INR)

(including percent above /

Schedule No. & Description Basic Cost (INR) % at Par/above/below

below / at par of

Amount At Par Value)

Section Description of Section In Figure In Words In Figure In Words

Any other items not covered in Schedule A, B &

17 Schedule-D2 D1 but are required to be carried out as per

direction of Engineer, the order of preference for

adopting rates is as follows:

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

(The rate to be paid shall be as per rates

mentioned in above SOR excluding GST)

Total Amount of Schedule A, B1, B2, B3, B4, B5, B6, B7, B8, C1,

Total Amount of Schedule A, B1, B2, B3, B4, B5, B6, B7, B8, C1,

C2, C3, C4, C5, C6, D1 and D2 (excluding GST)

01. The tenderer shall quote a percentage (Above/Below/At Par) at SN. 1 to 17 of this summary Sheet only and nowhere else. Total of Schedule from S. No: 1 to 17 shall be

Considered for Tender Evaluation.

02.For the purpose of comparative evaluation of tenders, the amount worked out from the quoted percentage (above/below/at par) or/and quoted rate of item as applicable,

in equivalent INR shall be compared amongst various tenders to determine the lowest evaluated tender applying provision of clause 1.1.3.1 (ix) of NIT.

03. The bidder’s quote to be filled in Annexure – 1 (i.e. Summary Sheet of Bill of Quantity), it should be exclusive of all taxes (GST & Custom duties).

04. The tax bifurcation to be filled in Annexure – 2 (i.e. Details of Taxes and Duties.

GMRC October 2026 Page 8 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Construction of 10.26 km Elevated Viaduct from Thaltej Gam Dead End to Godhavi Dead End, including 8 Nos. elevated Stations (Including E&M Works

and Excluding Architectural Finishing Works & Roofing Works) for Ahmedabad Metro Rail Project, Phase-3A

Summary of Bill of quantities

Section Description of Section Amount (Rs)

Schedule-A General

Schedule B:-Civil Structural work

Schedule -B1 Foundation work

Schedule -B2 Cast in Situ concrete work

Schedule -B3 Precast concrete work

Schedule -B4 Reinforcement and prestressing steel

Schedule -B5 Structural steel

Schedule -B6 Bearing

Schedule -B7 Miscellaneous work

Schedule -B8 OWG Steel Structure

GMRC October 2026 Page 9 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Schedule C:- E&M Works

Schedule - C1 Electrical System Works

Schedule - C2 Fire Alarm System & Fire Fighting System Works

Schedule - C3 Air Conditioning & Ventilation System Works

Schedule - C4 Building Management System Works

Schedule - C5 Comprehensive Annual Maintenance for 5 Years for completed Electrical and Mechanical system

Schedule- C6 Provisional Sum for Electrical System,Fire Alarm System & Fire Fighting System, Air Conditioning and

Ventilation System, Building Management System and Miscellaneous Works

Schedule D :-Provisional Sum

Schedule D1 Road works Item under R&B SOR 2023-24

Schedule D2 Any other items not covered in Schedule A, B & D1 but are required to be carried out as per direction

of Engineer, the order of preference for adopting rates is as follows:

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

(The rate to be paid shall be rate of SOR excluding GST)

Total Amount (excl. GST)

Total Amount (excl. GST)

GMRC October 2026 Page 10 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Schedule A - General Items

Item Description Unit Rate (excl. GST) Quantity Amount (Rs.)

Note: During the Contract period till the completion of the works

the contractor shall provide the following:

1 Surveying for verifying alignment, marking pier location, vertical KM 83,648.50 10.26

& horizontal clearances and establishing triangulation points and

bench marks for the elevated corridor including corrections, if

Note: The payment schedule for the item shall be as follows:

I. Payment @ 25% of total cost of the item on checking and

approval of all control points and submission of drawings.

ii.Payment @ 70% of total cost of the item equally distributed

over the duration of the contract and will be paid on pro-rata

ii.Payment @ 5% of total cost of the item on satisfactory

completion of work along with the final bill.

(i) Payment @ 25% of total cost of the item on checking and

approval of all control points and submission of drawings.

(ii) Payment @ 70% of total cost of the item equally distributed over

the duration of the contract and will be paid on pro-rata basis.

(iii) Payment @ 5% of total cost of the item on satisfactory

completion of work along with the final bill.

GMRC October 2026 Page 11 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

2 Providing temporary barricade in good condition RM 4,975.10 -

(new/refurbished) including all road safety devices on both sides

of viaduct/stations during construction at site as per technical

specifications and GFC drawings. Temporary barricade shall be of

plain MS sheet 16 Gauge fixed with steel frame as per drawing,

painting (including primer of approved quality) with synthetic

enamel paint of approved color, quality and brand, writing

lettering and logo of Metro including maintenance of the same

duly cleaning the same on fortnightly basis and painting if

required, arrangement for blinker lights/ rope light on barricades

during night as per requirement and as per the instruction of the

Engineer-in-charge. During the construction, barricading has to be

kept continuously. Nothing extra will be paid for dismantling and

re-erecting the barricades within contract boudry. There should

not be any opening at the end of barricade except at locations

approved by Engineer-in-charge. (Barricading for road widening

work shall be measured separately). Barricading may be required

to be shifted laterally number of times as per site

requirements/sequence of works but payment will be made only

on first installation. In case of variation in weight per RM, the

prorata rate adjustment will be made for 70% of cost

GMRC October 2026 Page 12 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

(i) Barricades on either side shall be measured individually.

(ii) Once barricade has been provided and work started, removal

of barricade is not permitted till completion of pile, pile cap, pier

and pier caps, portal beams, superstructure complete , till

completion of entire superstructure.

(iii) While erecting barricade, the bottom gap between barricade

and road should be plugged with cement concrete from inside.

(iv) Adequate blinking lights (rope light) on barricade during night

time must be ensured. The cost of this item should include

provision for power pack / Genset etc. so as to ensure the

blinking of lights in night time as long as barricades are in position

at the work spot.

(v) After completion of the entire work, the barricades shall be - -

the property of the contractor.(vi) Replacement of damaged

barricades shall be done by contractor at his own cost. Nothig

shall be payable extra.It is specifically highlighted that barricading

during construction shall be limited to 8m to 10m width only,

considering the traffic constraint. This width applies to viaduct in

straight portion. In station areas and on curves, the barricading

width and placing shall be as approved by the Engineer in

consulation with the traffic management.For barricading

payment shall be made at 70% on erection of barricade and 30%

on removal of barricade as per the instructions of Engineer in-

(i) For barricading payment shall be made at 70% on erection of RM 3,482.57 22,760.00

(ii) 30% on removal of barricade as per the instructions of Engineer RM 1,492.53 22,760.00

GMRC October 2026 Page 13 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

3 Submit colour photographs (Ground/Aerial) of the works as Per month 1,989.00 34.00

directed by the Engineer-in-charge and supply at monthly

intervals, or as instructed by the Engineer-in-charge. One set shall

comprise one soft copy with three copies of prints (hard copy in

Glossy paper) of each photograph of size not less than 225 x

mm each. (40 to 50 nos per month).

4 Supply of Gorund/Aerial video and DVDs/pendrive of 180 minutes Per month 9,945.00 34.00

duration comprising one master copy and one extra copy as per

technical specifications showing the progress of works as directed

by Engineer-in-charge.

5 Providing furnished office accommodation at site for the use of Per month 4,55,000.00 34.00

site engineer and his supporting staff approximately of 700 sqm

carpet area (fully air conditioned) including site office at casting

yard with minimum two watchman and two office boy in each

office for 24hrs and also as per increased on its requirement.

Offices may be at single or multiple locations as directed by the

Engineer-in-charge.

Note: 1) The details of site office and furniture, computer - -

equipment, software etc., to be provided by the Tenderer, are

shown in the "Employers requirement".

2) This furnished accommodation shall be provided by the

Tenderer during the contract period and also extended period of

3) For the extended period of contract, contractor will be paid

only the actual expenditure incurred for operating this item. No

extra payment will be allowed.

GMRC October 2026 Page 14 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

6 Cutting, transporting of trees including primary root, stacking and - -

handing over to the concerned department as per instruction of

Engineer-in-charge.

(i) Girth upto 30cm Nos. 422.50 50.00

(ii) Girth more than 30cm but upto 50cm Nos. 422.50 50.00

(iii) Girth more than 50cm but upto 75cm Nos. 757.90 50.00

(iv) Girth more than 75cm but upto 1.25m Nos. 1,470.30 50.00

(v) Girth more than 1.25m but upto 2.4m Nos. 2,536.30 50.00

(vi) Girth More than 2.4m Nos. 3,043.30 20.00

7 Transplanting the marked trees of various species and girth to the - -

place shown by Engineer-in- charge/Engineer’s representative

within a lead of 1.5km with all tools, plants, man & machinery

and necessary preparation such as preparation of earth ball of

tree roots of desired depth & diameters, dislodging, lifting,

transportation and transplanting tree from original place to the

new place including all arrangements, tools & plants, labour etc.,

for successfully completing the work. The work includes

excavating pits of adequate size, arranging loose soil, mixing of

manure, fertilizer, insecticides etc., to ensure survival of the trees

being transplanted. Maintenance of tree i.e., watering, manuring,

soil heaping, spray of insecticides shall be done for one year. All

above operations shall be executed as per specification.

(i) Girth upto 30cm Nos. 11,271.00 50.00

(ii) Girth more than 30cm but upto 50cm Nos. 12,994.80 50.00

(iii) Girth more than 50cm but upto 75cm Nos. 14,586.00 50.00

(iv) Girth more than 75cm but upto 1.25m Nos. 16,177.20 10.00

(v) Girth more than 1.25m but upto 2.4m Nos. 19,492.20 10.00

(vi) Girth More than 2.4m Nos. 24,265.80 10.00

GMRC October 2026 Page 15 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

Stage wise payment for the work will be as following: - -

30% after trees transplanted.

40% after sprouting & establishment of trees

30% after completion of maintenance period of one year.

7(a) Extra over item no A.7 (above) for lead more than 1.5 km and per km 663.00 50.00

upto 5 km for all girth for transportation (per km)

8 Carryout Geo-technical investigation work (as and where RM 1,989.00 1,080.00

required) including exploratory drilling of 150 mm dia boreholes

in all sorts of soil, ordinary rock and hard rock, up to maximum

depth as mentioned, collecting undisturbed samples and

conducting standard penetration tests alternate at an interval of

1.5 m. depth, conducting necessary laboratory tests & field tests

for all type of classification and determination of soil parameters

like density, shear and consolidation parameters if required,

including submission of report in three copies covering

investigation data and recommendation for SBC and the pile

capacity considering the design criteria, all as per specification.

1)The rate is inclusive of submitting soil investigation report in

three sets in hard copy as well soft copies.

9 Traffic Signals,Signage Etc. - -

9(a) Providing & fixing of retro-reflective traffic sign boards using high sqm 7,186.40 250.00

intensity Retro Reflective Sheeting (encapsulated lens type) as

recommended by IRC and MORTH on 2mm Aluminium Substrate

properly processed on front side of Aluminium substrate with

pressure sensitive Heat vacuum applicator. Logos and Borders

may be out of cut-sheet or screen printing with appropriate ink

which should also have 7 years warranty. The Retro Reflective

traffic sign boards using high intensity Tape should have MS angle

support of size 25 x 25 x 3 mm or 35 x 35 x 4 mm depending upon

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9(b) Providing and fixing and maintaining the road - -

infrastructure/furniture during executions, refixing as where

(i) Road delineator - Supply of Rectangular Metal Delineator (Black Nos 1,259.70 300.00

colour Rectangular Delineator with high intensity Reflective

Height: 1200 mm approx..

Size: 100 x 40 mm rectangular

Reflective: 1 no. Band of 120 mm High Intensity Grade Red

Colour Reflective tape and 3 Nos. Bande of 150 mm white colour

(ii) Portable Signage - Supporting of Retro-Reflective Sign Board of Nos 4,641.00 200.00

size 900 mm Triangular or 60 mm Dia Circle or 90 x 600 mm by

using high intensity Retro Reflective Sheeting on 2 mm thick

Aluminium Substrate with M.S. Back Support frame

(iii) Reflective lights - Hazards warning Blinkers both sides Nos 1,989.00 500.00

(Rechargeable with 2 Nos. sealed maintenance free batteries)

(iv) Traffic Cones Nos 1,127.10 400.00

Square Base cone with heavy base of size 390 mm x 390 mm - -

Cone Colour: Red Colour (UV stabilized)

Body Material: Low Density Poly Ethylene

Reflective Part: 1 No. White colour Engineering Grade Reflective

band of 125 mm width all around.

Note: - The specifications given in this BOQ item are not - -

complete. In addition, the items shall comply with the regulations

and Tender Specifications. After completion of the entire work, all

the items will be the property of the contractor and he is also

responsible for shifting all such release materials away from the

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9(c ) Deployment of adequate manpower for 8hrs shift for day and - -

night management of traffic at intersection, roadway influenced

by contractor and traffic diversions at various levels.

In-charge-(minimum 1) shift 1,127.10 2,700.00

Supervisor-(minimum 2) shift 981.24 5,400.00

Traffic Guards-(maximum 50 man days per day) shift 928.20 54,000.00

Note : The deployment to be done with prior approval of GMRCL

and Traffic Police. The personnel at above should be familiar with

traffic rules and regulations the traffic signals and road

delineators shall be placed as per approved plan and shall be

prepared as per relevant code and Ahmedabad Traffic Police

10 Construction of rainwater harvesting well consisting of 4.5m Each 2,69,312 27

internal dia, 4.5m deep with 1 no. 200 mm nominal dia PVC plain

screen pipe with ribs conforming to IS: 12818-1992, upto sub soil

water table, including boring etc. Earth work excavation upto

required depth, brick masonry 75 class brick in cement mortar 1:4

foundation concrete 1:4:8, 150 mm thick RCC top slab with steel

reinforcement, centering and shuttering 1 no. precast RCC EHD

manhole cover & frame, with 8 mm thick plastic encapsulated

foot rest at the rate of 300mm c/c, 400 mm thick fine sand and

600mm thick stone aggregate (6mm to 40mm nominal size), at

bottom level complete as per detail drawings, nothing extra will

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Schedule B1 - FOUNDATION WORK

Item Description Unit Rate (excl. GST) Quantity Amount (Rs.)

1 Providing Excavation for utility mapping and shifting based on site condition. This Cum

shall includes following items 423.42

1. Excavation through existing concrete/ water bound macadam road / bituminous

road / concrete road/soil/morrum/ hard rock /soft rock/ old structures below

ground as encountered of all thickness including dismantling other structures, dead

utilities, dewatering, pumping and bailing out water, strutting and shoring, etc. for

utility identification shall be done by either manually or with necessary precautions

so that existing utility shall not damage. At each pier location sizes of excavation

pits will be given.

2. Temporary suppurt for utility if required.

3. utility mapping and submission of utility mapping in soft and hard copy with

plan,elevation and cross-sections coordinates in autocad and with photographs for

submission to DDC review.

4. If boring will required, same will be paid in separate item (Ref item no B.2)

5. If utility shifting is required it shall be paid under relevant BOQ item.

6. Back fill of excavated soil upto natural ground level with sufficient compaction

for required stability of piling rig during piling work.

2 Boring 100mm dia borehole, 8m deep at pile locations to find out underground RM

utilities as directed by Engineer in charge. 705.58

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3 Providing and installing cast-in-situ vertical bored piles as per approved good for - -

construction (GFC) drawing and with M35 grade of concrete (as per specification)

using OPC cement confirming to sulphate concentration criteria as per Sl. No. (i) &

(ii) of Table 4 of IS 456 and for high concetration sulphate content the type of

cement shall be used as per Sl. No. (iii), (iv) & (iv) of Table 4 of IS 456, including all

operations such as installation and shifting of piling rig etc, in all type of soil

strata/rocky strata along elevated section. Minimum cement content shall be

380kg/cum. The cost includes the cost of empty boring wherever required.

(Measurement shall be from cut-off level to founding level). The stated length

includes test piles for initial load tests. The item includes disposal of earth, muck,

slush released from piles, top cutted portion of pile at disposal ground for all leads.

Reinforcement shall be paid separately. Rate shall include cost of using required

dosage of admixture in concrete for obtaining required workability as per approval

of Engineer in charge. Rate shall includes provision of A class MS pipes of 50mm

outer diameter as per technical specification, minimum 1.0mm thick (light) as

per IS 1239M in all piles at the time of casting to be used for cross-hole sonic

test. Pipes shall extend from ground level to bottom of pile where pipe shall be

sealed at bottom. Rate includes filling of tubes after sonic test using standard

cement non-shrink mortar before casting of pile cap. The item includes drilling and

socketing in rock at required depth. Idling of rig due to any reason shall not be

payable. Bore drilling shall be done by use of hydraulic rig using temporary casing

of required depth and polymer slurry. The item includes the cost of polymer to be

used for stabilisation of bore.

Note: 800mm dia/ 1000 mm dia /1200 mm dia /1500 mm dia/1800 mm dia - -

multiple pile foundation will be implemented. The lengths of each pile diameter is

indicative only and may vary at Detailed Design stage.

3.1 For 800mm dia Pile RM

3.2 For 1000mm dia Pile RM

3.3 For 1200mm dia Pile RM

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3.4 Extra over item no B3 (above) for providing M40 grade concrete for pile instead of cum

M35 grade concrete. (Minimum cement content shall be 390 kg/cum of concrete) 350.83

4 Providing and fixing permanent MS liner (of required thickness or as directed by MT

Engineer-in-charge) for 800/1000/1200/1500/1800 mm dia bored cast-in-situ piles 1,04,401.90

wherever required as per approved construction drawings and directions of

Engineer-in-charge all complete and applying a primer coat of approved steel

Measurement :- The liner shall be of MS plate, of required thickness or as per - -

drawings duly approved. The payment of liner shall be made in Kg as per the area

of the MS sheet provided in liner multiplied by density (78.5 kN/m3). The quoted

rates will be applicable for all lengths provided upto the soffit of pile cap. The

measurement will be made for the actual length of liner provided correct to one

5 Carrying out static initial vertical load tests as per relevant IS Codes including - -

all arrangements for measuring deflections and submitting reports as per

specifications. This includes making of pile head ready for testing at the desired

level, supporting / reaction arrangement (including reaction piles/soil/rock

anchors, if any) for the kentledge load. Cost of pile to be tested wil be paid in

item B.3. The test arrangements shall cater for additional 25% above test load)

(i) 800 mm dia pile (Test load of 680MT) Nos.

(ii) 1000 mm dia pile (Test load of 1200MT) Nos.

(iii) 1200 mm dia pile (Test load of 1800MT) Nos.

6 Carrying out static initial lateral load tests as per relevant IS Codes including - -

all arrangements for measuring deflections and submitting reports as per

specification and tender drawing. This includes making of pile head ready for

testing at the desired level, supporting / reaction arrangement (include

reaction piles/ soil/ rock anchors, if any) for the kentledge load. (Cost of test pile

will be paid in item B.3 )

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(i) 800 mm dia pile (Test load of 38MT) Nos.

(ii) 1000 mm dia pile (Test load of 50MT) Nos.

(iii) 1200 mm dia pile (Test load of 63MT) Nos.

7 Carrying out static routine vertical load tests as per relevant IS Codes - -

including all arrangements for measuring deflections and submitting reports. This

includes making of pile head ready for testing at the desired level, supporting /

reaction arrangement (incl. reaction piles/soil/rock anchors, if any) for the

kentledge load. The test arrangements shall cater for additional 25% above test

(i) 800 mm dia pile (Test load of 375MT) Nos.

(ii) 1000 mm dia pile (Test load of 675MT) Nos.

(iii) 1200 mm dia pile (Test load of 975MT) Nos.

8 Carrying out static routine lateral load tests as per relevant IS Codes - -

including all arrangements for measuring deflections and submitting reports. This

includes making of pile head ready for testing at the desired level, supporting /

reaction arrangement (incl. reaction piles/ soil/ rock anchors, if any) for the

kentledge load.

(i) 800 mm dia pile (Test load of 23MT) Nos.

(ii) 1000 mm dia pile (Test load of 30MT) Nos.

(iii) 1200 mm dia pile (Test load of 38MT) Nos.

9 Non destructive integrity testing of piles of 800mm/ 1000 mm/1200 mm /1500mm Nos.

/1800mm dia and as per specifications and submitting reports. (Payment shall be 1,169.44

made for number of pile tested)

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10 Integrity pile test using cross-hole sonic logging for 0.8m, 1.0m, 1.2m, 1.5m, 1.8m Nos.

diameter piles as per the provision of ASTM standard D6760, as per drawings & 8,770.78

technical specifications. (Payment shall be made for number of pile tested)

11 Providing M-15 grade concrete (as per specification) for minimum 75mm cum

thick PCC below pile cap, open foundation slabs and ramp foundations 4,735.93

extending 75mm all around beyond pile cap, open foundation slabs and ramp

foundations. Rate shall include cost of using required dosage of admixture in

concrete for obtaining required workability as per approval of Engineer.

11a Providing M-15 grade concrete (as per specification) for minimum 75mm cum

thick PCC below open foundation/ raft/ combined foooting for other than station 4,735.93

box area (i.e. entry- exit structures. water tanks, escalator, lift pits, staircases

pump house etc) extending 75mm all around footing. Rate shall include cost

of using required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer.

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12 Providing M-35 grade, reinforced cement concrete (as per specification) using OPC cum

cement confirming to sulphate concentration criteria as per Sl.No. (i) & (ii) of Table 6,948.92

4 of IS 456 and for high concetration sulphate content the type of cement shall be

used as per Sl. No. (iii), (iv) & (iv) of Table 4 of IS 456, for pile cap including

excavation through existing concrete/ water bound macadam road / bituminous

road / concrete road /soil/morrum/ hard rock /soft rock/ old structures below

ground as encountered of all thickness including dismantling other structures, dead

utilities, dewatering, pumping and bailing out water, strutting and shoring, curing

etc.Minimum cement content shall be 380kg/cum. The item also includes

formwork and backfilling in foundation with quarry dust/sand including watering,

compacting with a vibratory plate compactor. The Cost includes cutting/chipping of

pile up to cut off level or up to good concrete and built up of pile up to required

level. The cost includes loading, unloading and disposal of surplus excavated

material along with pile heads using covered trucks to contractor's dumping yard, /

disposal of surplus excavated material at with all leads and lifts and as directed by

the Engineer-in-charge or anyother dumping ground as directed by Engineer within

40 Km of the alignment. The contractor should ensure that during transportation

the carried material does not spill out. Reinforcement shall be paid separately. Rate

shall include cost of using required dosage of admixture in concrete for obtaining

required workability as per approval of Engineer-in-charge. (6% of the amount shall

be withheld. Out of this,3 % of the amount shall be released after disposal of

excavated material including pile head material at contractor's dumping yard and

% of the amount shall be released after restoration works on pile caps). Rate

includes restoration of road work over the excavation zone for pile cap i.e. GSB and

WMM over sand filling as per the instruction of the Engineer.

(i) 94% on pile Cap casting -

(ii) 3% on disposal exavted material -

(iii) 3% on restoration work -

12 (a) Extra over item no 12 (above) for providing M45 grade concrete for pile cap cum

instead of M35 grade concrete. (Minimum cement content shall be 410 kg/cum of 350.83

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12.(b) Providing M 35 grade, reinforced cement concrete (as per specification) using cum

OPC cement confirming to sulphate concentration criteria as per Sl.No. (i) & (ii) of 6,948.92

Table 4 of IS 456 and for high concetration sulphate content the type of cement

shall be used as per Sl. No. (iii), (iv) & (iv) of Table 4 of IS 456, for pile cap

/ open foundation/ raft/ combined foooting for other than station box area

(i.e. entry- exit structures. water tanks, escalator, lift pits, staircases pump

house, FOB's etc) including excavation through existing concrete/ water bound

macadam road / bituminous road / concrete road /soil/morrum/ hard rock

/soft rock/ old structures below ground as encountered of all thickness

including dismantling other structures, dead utilities, dewatering, pumping and

bailing out water, strutting and shoring, curing etc. Minimum cement content shall

be 380kg/cum. The item also includes formwork and backfilling in foundation with

earth/quarry dust/sand including watering, compacting with a vibratory plate

compactor. The cost includes loading, unloading and disposal of surplus excavated

material using covered trucks to contractor's dumping yard with all leads and lifts

and as directed by the Engineer-in-charge. The contractor should ensure that

during transportation the carried material does not spill out. Reinforcement shall

be paid separately. Rate shall include cost of using required dosage of admixture in

concrete for obtaining required workability as per approval of Engineer-in-charge.

(6% of the amount shall be withheld. Out of this,3 % of the amount shall be

released after disposal of excavated material including pile head material at

contractor's dumping yard and 3 % of the amount shall be released after

completing road restoration works. Rate includes restoration of road work over the

excavation zone. (Minimum cement content shall be 380 kg/cum of concrete)

12 (c) Extra over item no 12 b (above) for providing M45 grade concrete for pile cap cum

instead of M35 grade concrete. (Minimum cement content shall be 410 kg/cum of 350.83

13 For all RCC items of schedule B1, minimum cement content has been specified. For Kg 6.21

any extra /less cement above or below the minimum specified cement content,

addition/deduction shall be paid under this items.

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Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate (excl. Quantity Amount (Rs.)

1 Providing and laying M-40 grade cement concret (as per technical cum 8,128.00 1801.08

specification) for reinforced cement concrete crash barrier/pier protection all

round the pier leaving a gap of 25mm min between and following the pier shape

exactly on at grade road as specified in drawings, including centering,

shuttering, compaction, scaffolding, curing and all related operations as

required to complete the work. The gap shall be filled with either coarse sand or

compressible filler board of high density as directed by Engineer in charge or as

per GFC drawings. Rate includes the cost of required dosage of admixture

in concrete for obtaining required workability and cost of compressible fibre

board or coarse sand as per specification and approval of Engineer in

charge.Reinforcement will be paid separately.

Minimum cement content shall be 390 kg/cum of concrete.

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2 Providing and laying M-55 grade reinforced cement concrete (as per cum 9,227.00 21814.80

specification) for Viaduct & Station piers (standard pier, portal pier, &

cantilever pier, Column from concourse slab to platform level, Pedestals) etc

and column for stations including shuttering scaffolding and all related

operations required to complete the work at all levels including centering,

shuttering, propping, staging, scaffolding, compaction, curing, necessary tools,

plants, machinery and all related operations etc.for all heights using steel

material for shuttering & steel props. Form work to be designed in a such way

that traffic on road is allowed during the work at all times. Rate includes cost of

providing grooves if required (the ribs/grooves in pier shutter if required,

shall be as per drawing). Reinforcement shall be paid separately. Rate

includes cost of using required dosage of admixture in concrete for

obtaining required workability, curing compound as per specification &

approval of Engineer in charge. Minimum cement content shall be 440 kg/cum

Note:(i) No cold joints are permitted. However cold joint at the junction of " pile - -

cap-pier" and at the top surface of the starter of pier (which is normally less

than 2m length), cold joints are unavoidable. In that case old concrete

surface should have adequate shear keys depressions,reinforced dowels

and a layer of concrete bonding compound. Concrete retarder compound

may also have to be used at the concrete surface of starter pier above the pile

cap.The rate is inclusive of all above bonding agents/methods. However if

any additional cold joints are unavoidable due to the reasons not beyond

the control of contractor, all above bonding measures shall be on account of

the contractor.

(ii) Concreting must be carried out using concrete pumps or concrete placer

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2(a) Extra over item no 2 (above) for providing M60 grade reinforced cement cum 819.00 500.00

concrete instead of M55 grade concrete. Minimum cement content shall be

450kg/cum of concrete.

2(b) Deduction for Providing M40/20 concrete instead of M55/20 concrete in above Cum -241.00 500.00 -1,20,500.00

Concrete items. Minimum cement content shall be 390 kg/cum of concrete.

3 Providing and laying M 40 grade reinforced cement concrete (as per cum 8,439.00 5000.00

specification) for station beam and slab (Beam/slab at concourse level, wall

and slab for Lift, beam and slab for staircase & escalator, Beam/slab/

parapet wall at Platform Level, Parapets, Pedestals at Platform Level, Cable

Trough etc) including shuttering scaffolding and all related operations

required to complete the work at all levels including centering, shuttering,

propping, staging, scaffolding, compaction, curing, necessary tools, plants,

machinery and all related operations etc.for all heights using steel material for

shuttering & steel props. Form work to be designed in a such way that traffic on

road is allowed during the work at all times. Rate includes cost of providing

grooves if required (the ribs/grooves in pier shutter if required, shall be

as per drawing) and sleeves with different diameters. Reinforcement shall

be paid separately. Rate includes cost of using required dosage of

admixture in concrete for obtaining required workability, curing compound

as per specification & as per specifications includes loading, unloading and all

complete as per approved drawings and specifications.

Minimum cement content shall be 390 kg/cum of concrete.

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4 Providing M 55 grade reinforced cement concrete for Reinforced concrete (as cum 10,264.00 5751.50

per specification) for portal beam (integral to pier)/ Pier Cap including

shuttering scaffolding and all related operations required to complete the

work at all levels including centering, shuttering, propping, staging, scaffolding,

curing, necessary tools, plants, machinery and all related operations etc.for all

heights using steel material for shuttering & steel props. Form work to be

designed in a such way that traffic on road is allowed during the work at all

times Rate includes required dosage of admixture in concrete for obtaining

required workability as per approval of Engineer in Charge. Reinforcement

will be paid separately.

4.b Extra over item no 4 (above) for providing M60 grade reinforced cement cum 819.00 100.00

concrete instead of M55 grade concrete.

Minimum cement content shall be 450 kg/cum of concrete.

5 Providing M 55 grade reinforced cement concrete (as per technical cum 10,310.00 1250.80

specification) for Pedestals and Shear Key/Seismic Stopper including centering,

steel shuttering, scaffolding and all related operations as required to complete

the work as specified in drawings. Reinforcement shall be paid separately. Rate

includes required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer in charge.

Minimum cement content shall be 440 kg/cum of concrete.

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6 Providing M50 grade reinforced cement concrete (as per technical specification) cum 10,801.00 4200.00

for deck slab over Precast I Beams/Steel beams & cross-girder/FOB's etc

including centering, steel shuttering, scaffolding and all related

operations as required to complete the work as specified in drawings.

Rate includes provision of formwork of steel/concrete for casting of slab.

Reinforcement shall be paid separately. Rate includes required dosage of

admixture in concrete for obtaining required workability as per approval of

Engineer-in-charge.

Minimum cement content shall be 430 kg/cum of concrete.

7 Providing M45 grade reinforced cement concrete (as per technical specification) cum 7,605.00 5649.60

for other than station box area (i.e. entry- exit structures. water tanks,

escalator, lift pits, staircases pump house etc) including centering, steel

shuttering, scaffolding and all related operations as required to complete the

work as specified in drawings. Rate includes provision of sacrificial formwork of

steel/concrete for casting. Reinforcement shall be paid separately. Rate includes

required dosage of admixture in concrete for obtaining required workability as

per approval of Engineer-in-charge.

Minimum cement content shall be 410 kg/cum of concrete.

8 Providing reinforced cement concrete for stitch concrete (all types and levels),

upstands (all types and levels), Diaphargm and similar elements, complete

with centering, steel shuttering, scaffolding, sacrificial formwork (steel/concrete

as required), and all related operations as per drawings and specifications.

Reinforcement shall be paid separately. Rate includes approved admixture

dosage for required workability as per Engineer-in-charge’s approval.

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a) M40 grade reinforced cement concrete (Minimum cement content shall be 390 Cum 8,128 3989.45

kg/cum of concrete)

b) M50 grade reinforced cement concrete (Minimum cement content shall be 430 Cum 9,196 200.00

kg/cum of concrete)

c) M55 grade reinforced cement concrete (Minimum cement content shall be 440 Cum 10,264 200.00

kg/cum of concrete)

9 For all RCC items of schedule B2, minimum cement content has been specified. Kg 6.21 105240.00

For any extra /less cement above or below the minimum specified cement

content, addition/deduction shall be paid under this items.

10 Providing, fabricating, supplying, transporting, placing and fixing galvanized sqm 609 3300.00

corrugated steel deck sheets instead of conventional temporary centering,

steel shuttering and scaffolding over Precast Beams/I-girder/Steel girder/cross-

girder/pie-girder etc as per the instruction of Engineer incharge. for casting of

RCC deck slab, including cutting, bending, lapping, fastening to girders with

shear studs/clips/self-drilling screws, providing edge trims, closures and all

accessories complete as per approved drawings and specifications. The rate

shall include all labour, materials, equipment, handling, wastage, staging

required for fixing, and all incidental works necessary for completion of the

item, measured in square metres of deck slab. The rate includes material,

labour. machinery, accessroies, fixtures etc at all levels and locations, all

complete as per instructions of Engineer Incharge.

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Schedule B3 - PRECAST CONCRETE WORK

Item Description Item Rate (excl. Quantity Amount (Rs.)

1a Establishment of casting yard; LS

Establishment of casting yard for all precast elements including batching plant -

for concrete production, storages, labs, office and other facilities to execute

the work as per good engineering practices and as approved by engineer to

ensure production and storage of all precast element to achieve the specified

key dates, comprising as mentioned below, which shall be increase/decrease

with approval of Engineer-in-charge, suitably to suit the construction schedue

for achieving the Key Dates (KDs)

A. Casting bed for U -girder - 36 nos. -

B. Casting bed for pier cap - 8 nos

C. Casting bed for I girder - 6 nos. I Girder

D. Batching plant capacity should be minimum 60 cum/hour & 30 cum/hour

The payment of this item shall be made as under

A. Developing access -10%

B. Establishing bed for U grider, I girder, pier cap and gantries - 40%.

C. Establishing of batching plant, labs, office - 30%

D. Completion of full facilities as approved by engineer -20%.

The amount shall be paid against the indemnity bond.

1.b Recovery against payment of establishment of casting yard LS -

Recovery against payment of establishment of casting yard @ 15000000 in 5 -

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2 Providing M55 grade reinforced cement concrete (as per technical cum

specification) Precast Prestressed Pier Cap/Precast portal beam including 12,598.21 20,111.85

shear key, pedestals, in-situ connection with pier. The item includes lifting the

pier caps from the mould and shifting the same to the stacking yard. The item

includes provision of holes for lifting and filling of holes after erection

using non-shrink grout. Reinforcement, strands, cables, anchorages and

sheathing shall be paid separately. Rate includes cost of using required

dosage of admixture in concrete for obtaining required workability as per

approval of Engineer-in-charge and all related operations as required to

complete the work as per drawing & specifications. The cost includes

centering, shuttering, scaffolding, providing cutouts where specified,

curing arrangements as required, steam curing arrangement if deemed

necessary, all handling etc. complete.

Minimum cement content shall be 440 kg/cum of concrete.

3 Transporting precast Standard Pier Caps/Precast portal beam from the MT

casting yard / storage yard to the work site, erection in position including 1,475.35 50,279.63

the cost of all temporary supports, erection equipment, lifting cranes,

transporting etc, positioning and fixing on pier with cement concrete of M55

grade. The weight shall be calculated assuming concrete density of 2.5 t/m³.

Shifting within the site/ yard is the responsibility of the contractor and shall

not be paid separately.

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4 Providing M55 grade reinfoced cement concrete (as per technical Cum

specifications) for U-Girder of all simply supported spans (straight or curved) 12,598.21 36,729.36

in the casting yard including provision of shear connector for secondary pour

concrete (rail plinths), additional bars for earthing, bars/ strands/ hooks for

lifting of U-Girder, cutting of bars/ strands/ hooks after transportation and

sealing of lifting recess as specified in drawings, lifting the full spans from the

mould and shifting the same to the stacking yard. Reinforcement, strands,

debonding tubes, anchorages and sheathing shall be paid separately. Rate

shall include the cost of using reuired dosage of admixture for obtaining

required workability as per approval of Engineer in charge and all related

operations as required to complete the work as per drawings and

specifications. Rate includes cost of providing grooves/logo of client if

required (the ribs/grooves/logo in shutter if required, shall be as per

drawing). Minimum cement content shall be 440 kg/cum of concrete.

5 Providing HDPE debonding tubes for prestressing strands (to be cut-off RM

flush to concrete after casting), epoxy based sealing compound at edges of 32.74 4,59,060.00

strand and epoxy putty to avoid slurry ingress during concreting. The quantity

given is the net length of tubes without extra tube length required

during construction. Rate includes filling HDPE tubes with grease as specified

6 Transporting precast full span U-Girder from the casting yard to work site, MT

erection in position by using launching girder and shall not take any support 1,286.38 91,823.39

from ground / Road including the cost of all temporary supports, erection

equipment, lifting cranes, transporting etc, and positioning on bearings etc for

viaduct into completed structures conforming to required lines, grades and

dimensions complete as per drawings and specifications. The weight shall be

calculated assuming concrete density of 2.5 t/m³. Shifting within the site /

yard is the responsibility of the contractor and shall not be paid separately.U

Girder shall be launched/ Erected by using Lauching Girder and shall not take

any support from Ground or Road

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7 Providing, pre-casting and curing precast RCC beams concrete (cement as per cum

technical specification) of all types I-Beam, Pie beams, L- beams, T- beams, 11,584.00

Rectangle beam etc. wherever required, complete of M40/20 grade for

Superstructure/Portal/Station Beams including shuttering and formwork etc.

Reinforcement shall be paid separately. Rate shall include cost of using

required dosage of admixture in concrete for obtaining required workability

as per approval of Engineer.

Minimum cement content shall be 390 kg/cum of concrete.

8 Providing, pre-casting and curing precast Pre tensioned / Post tensioned cum

beams concrete (cement as per technical specification) of all types I-Beam, 11,705.00 10,816.00

Pie beams, L- beams, T- beams etc. complete of M50/20 grade for

superstructure/Portal/Station Beams etc. including shuttering and formwork

etc. Reinforcement shall be paid separately. Rate shall include cost of using

required dosage of admixture in concrete for obtaining required workability

as per approval of Engineer.

Minimum cement content shall be 430 kg/cum of concrete.

9 Transporting and erection of I-Beam, Pie beams, L- beams, T- beams, RCC- MT

Beams, any other precast beams etc. into completed structures conforming 1,286.38 48,140.00

to required lines, installation of Spherical/POT PTFE/ all types of bearings etc.

as per the manual of bearing manufacturer under the supervision of bearing

manufacturer and as directed by the Engineer, grades and dimensions

complete as per drawings and specifications.

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10 Providing M55 grade reinforced cement concrete (as per technical cum

specification) for casting and curing of Precast PSC I-Girder (Post 13,466.43

tensioned) with tapering width of all types (straight or curved spans as

per approved GAD) in the casting yard including provision of lifting the

girders from the mould and shifting the same to stacking yard. Prestressing

strands / cables / systems and reinforcement shall be paid separately. Rate

includes cost of lifting hook, using required dosage of admixture in

concrete for obtaining required workability as per approval of Engineer in

charge. Note : Type, size and number of shutter moulds shall be as per the

GFC drawings and nothing extra is payable.

Minimum cement content shall be 440 kg/cum of concrete.

11 Transporting Precast PSC I-Girder from the casting yard to work site, MT

erection in position including the cost of all temporary supprots, erection 1,052.49

equipments, lifting cranes, transporting etc, positioning on bearings and

fixing on pier. The weight shall be calculated assuming concrete density of

t/m3. Shifting within the site/yard is the responsibility of contracor and shall

not be paid separately.

12 Providing M50 grade reinfoced cement concrete (as per technical Cum

specifications) for Precast Slab panel at concourse / Platform levels of typical 12,736.00

station of all simply supported spans (straight or curved) and Precast

Staircases in the casting yard including provision of shear connector for

secondary pour concrete, additional bars for earthing, bars/ strands/ hooks

for lifting of precast slab, cutting of bars/ strands/ hooks after

transportation and sealing of lifting recess as specified in drawings, lifting

the full spans from the mould and shifting the same to the stacking

yard. Reinforcement, strands, debonding tubes, anchorages and sheathing

shall be paid separately. Rate shall include the cost of using reuired

dosage of admixture for obtaining required workability as per approval

of Engineer in charge and all related operations as required to complete

the work as per drawings and specifications.

Minimum cement content shall be 430 kg/cum of concrete.

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13 Transporting precast Slab panel / Staircases from the casting yard to work MT

site, erection in position including the cost of all temporary supports, erection 898.00

equipment, lifting cranes, transporting etc, and positioning on bearings/ steel

plates etc conforming to required lines, grades and dimensions complete as

per drawings and specifications. The weight shall be calculated assuming

concrete density of 2.5 t/m³. Shifting within the site / yard is the

responsibility of the contractor and shall not be paid separately

14 Providing M60 grade reinforced cement concrete (as per technical cum

specification) for casting and curing of Precast pier arm / Cross Arm / 12,667.32

Cross Girder etc. of typical station (Post tensioned) including in-situ

connection with pier/column with tapering sction of all types in the

casting yard including provision of lifting the Pier arm from the mould and

shifting the same to stacking yard. Prestressing strands / cables / systems and

reinforcement shall be paid separately. Rate includes cost of lifting hook,

using required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer in charge. Note : Type, size and

number of shutter moulds shall be as per the GFC drawings and nothing extra

Minimum cement content shall be 450 kg/cum of concrete.

15 Transporting Precast pier arm of typical station from the casting yard to work MT

site, erection in position including the cost of all temporary supprots, erection 1,475.35 17,613.75

equipments, lifting cranes, transporting etc, positioning on pier. The weight

shall be calculated assuming concrete density of 2.5 t/m3. Shifting within the

site/yard is the responsibility of contracor and shall not be paid separately.

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16 Providing M55 grade reinforced cement concrete (as per technical cum

specification) for casting and curing of Precast PSC U-girder (Post 12,598.21

tensioned) with tapering width of all types (straight or curved spans as

per approved GAD) in the casting yard/at site including provision of lifting the

girders from the mould and shifting the same to stacking yard.

Prestressing strands / cables / systems and reinforcement shall be paid

separately. Rate includes cost of lifting hook, using required dosage of

admixture in concrete for obtaining required workability as per approval of

Engineer in charge. Note : Type, size and number of shutter moulds shall be as

per the good for construction (GFC) drawings and nothing extra is payable.

Minimum cement content shall be 440 kg/cum of concrete

17 Transporting Precast PSC U-girder (Post tensioned) from the casting MT

yard to work site, erection in position including the cost of all 1,286.38 14,782.50

temporary supprots, erection equipments, lifting cranes, transporting etc,

positioning on bearings and fixing on pier. The weight shall be calculated

assuming concrete density of 2.5 t/m3. Shifting within the site/yard is the

responsibility of contracor and shall not be paid separately.

18 Providing M40 grade reinforced cement concrete (as per techinical cum

specification) for concreting, curing, transporting, lifting, installing precast 11,118.46

parapet over Deck slab on both side of viaduct, including transition span

as per the drawing in all precast psc I-girder/steel girder spans (straight or

curved), with all leads. The cost includes shuttering, scaffolding, special

adjustable props for alignment of units, moulds, providing cut outs, bolts

& inserts for fixing signalling mast, curing, required dosage of admixture for

concrete, all handling, and fixing in position, etc. complete) with cast in situ

stitch concrete of same grade.Note: Payment at 50% of accepted rate on

casting and Balance 50% on completion of erection, stitch concrete and

related works. Rate includes cost of providing grooves/logo of client if

required (the ribs/grooves/logo in shutter if required, shall be as per

drawing).Minimum cement content shall be 390 kg/cum of concrete

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19 Transportation, erection and installation of precast parapets over MT

already erected superstructure(psc i- girder/steel girder portion) conforming 1,037.82

to required lines, grades and dimension complete as per drawings and

specifications including cast in situ stitch concrete of same grade including

cast in situ stitch concrete of same grade. The weight shall be calculated

assuming concrete density of 2.5 t/m³. Shifting within the site/yard is the

responsibility of the contractor and shall not be paid separately

20 For all RCC items of schedule B3, minimum cement content has been Kg

specified. For any extra /less cement above or below the minimum specified 1,72,776.00

cement content, addition/deduction shall be paid under this items.

17 Load test of PSC I-Girder/ Pie Girder/T Girder spans of any length including Nos

making all arrangement and conducting satisfactory Load Testing of girder 2,87,681.63

(simply supported span constructed by I-Girders), erected in position on the

piers at site, including arrangement for application of actual design

serviceable vertical load, arrangement for measurement of deflection at

various salient points of the girder and submitting a report. The details

of placement, position, increment of load on the girder and installation

of measurement devices etc and additional measures (such as temperature

measures) shall be as directed by the Engineer. After completion of the test

all the materials used for the load testing shall be removed and site shall be

made clear. Rate shall include submission of method statement and third

party certification of the test.

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18 Load Test of U-girder spans of any length including making all arrangement and Nos

conducting satisfactory Load Testing of U-girder, erected in position on the 2,87,681.63

piers at site, including arrangement for application of actual design serviceable

vertical load, arrangement for measurement of deflection at various salient

points of the girder and submitting a report. The details of placement, position,

increment of load on the girder and installation of measurement devices etc.

shall be as directed by the Engineer. After completion of the test all the

materials used for the load testing shall be removed and site shall be made

clear. Rate shall include submission of method statement and third party

certification of the test.

19 Load Test of Precast Slab Panel including making all arrangement and Nos

conducting satisfactory Load Testing of Precast slab panel, erected in position 2,87,681.63

on the piers at site, including arrangement for application of actual design

serviceable vertical load, arrangement for measurement of deflection at

various salient points and submitting a report. The details of placement,

position, increment of load on the girder and installation of measurement

devices etc. shall be as directed by the Engineer-in-Charge. After completion of

the test all the materials used for the load testing shall be removed and

site shall be made clear. Rate shall include submission of method statement

and third party certification of the test.

20 Load Test of Steel Plate girder/ OWG Span of any length including making Nos

all arrangement and conducting satisfactory Load Testing of steel girder span, 2,87,681.63

erected in position on the piers at site, including arrangement for application

of actual design serviceable vertical load, arrangement for measurement of

deflection at various salient points of the girder and submitting a report. The

details of placement, position, increment of load on the girder and installation

of measurement devices etc. shall be as directed by the Engineer-in-

Charge. After completion of the test all the materials used for the load testing

shall be removed and site shall be made clear. Rate shall include submission of

method statement and third party certification of the test.

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Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate (excl. Quantity Amount (Rs.)

1 Providing TMT reinforcement steel of Fe-550D Grade MT 72,648.00 43271.96

conforming to IS1786 (latest) from approved list of supplier,

cost of material, royalty, transportation, handling, storing,

straightening, cutting, bending, tying, lap/butt welding,

placing in position including 18 gauge GI binding wire in

diamond form at each reinforcement junction in all structural

concrete at all heights and depths with all leads complete as

directed. Rate shall also include welding involved towards

stay current protection effects as per system approved by

Engineer-in- charge. The rate shall also include the cost of

binding wire, labour, all material, tools and plants, all leads, lift

etc. as per drawings and technical specification as directed by

Engineer-in-charge. The rate shall also include protective

coating as per technical specifications. This item is applicable for

all components of viaduct, station box area and other than

station box area (i.e. entry- exit structures. water tanks,

escalator, lift pits, staircases pump house etc)

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(i) No laps, joints are permitted in rebars provided in

superstructures, piers, portals, pier arm, portal beams.

However, mechanical couplers are to be used without extra

(ii) For pile reinforcement, welding of lap joint shall be without

extra cost. Additional rings required for handling the rebar cage

shall be the responsibility of the contractor and shall not be

paid separately.

(iii) For other structural members, lap joints are permitted

for bar dia < 20 mm, (including 20 mm), else, mechanical

couplers are to be provided, where in rebar ends shall be cold

forged with die.

(iv) The cost includes all welding and providing mechanical

couplers, all types of laps, standard laps, chair, spacers, bend

deduction as per IS-SP 34 etc., as required and nothing extra is

payable on this account.

v) Steel considered for foundations is 30% (approximately) out

of total quantity for the purpose of processing variation of

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2 Supplying and threading uncoated stress-relieved low relaxation MT 2442.15

steel confirming to IS: 14268, class - 2 from approved supplier

in precast pretensioned U-girder/slab panels/T-girder/L-

girder etc. for simply supported spans including spacers,

anchorages, stressing using approved system and all related

operations to complete the work. This item includes

providing and fixing all strands, de-bonding

arrangements (de-bonding tubes etc), required anchorages

for live and dead ends, stressing upto required level using

all tools and equipments and consumables cement grouting

as per specification and as directed by the Engineer-in-charge.

Rate includes filling de-bonding type with grease as specified in

ASTM and taping at the ends of the strand. Rate includes the

testing complete- load transfer, anchorage efficiency etc.

3 For U-girder/I-girder/Pier-cap/Cross-Arm/Portal beam/T- MT 1446.10

girder/pie-girder/L-girder etc.: Supplying and post tensioning

uncoated stress-relieved low relaxation steel conforming to IS

:14268, class 2 from approved supplier including providing

corrugated HDPE sheathing duct for cable system of 27K15,

19K15, 12K15, 7K15, 19K13, 12K13, 7K13 with couplers & vent

pipes, spacers, anchorages, stressing using 27K15, 19K15,

12K15, 7K15, 19K13, 12K13, 7K13 system and grouting,

recess filling, epoxy protection of anchorages and all related

operations to complete the work. (Note: the details shown

on the drawing may change and nothing extra will be paid to

the contractor on this account).

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Schedule B5- STRUCTURAL STEEL

Item Description U nit Rate (excl. Quantity Amount (Rs.)

1 Fabrication, Supply & Erection of Steel Plate girder spans. Procurement and fabrication MT 420.00

of steel members for Steel Plate girder Bridge Work using structural steel plates

(conforming to IS-2062-Grade B0 E 410) & structural steel rolled section (conforming to

IS-2062-Grade B0 E 250) to the required profile and shape as called for including the

shear studs profiled from the rods and erection of fabricated girders at specified site

locations. This item includes preparation of fabrication shop drawings, necessary

templates, all cutting, welding (using automatic submerged arc welding), grinding & all

equipments and operations etc required to complete the job.This item also includes all

tests on materials and welded fabricated parts as required. This item also includes

application of sand blasting on materials, application of primer and various coats of

internal and external painting in fabrication shop and site as per technical specification

in chapter of structral steel. This item includes all necessary equipments required to

complete the job including procurement, testing and supply of HSFG bolts (class 8.8 and

above) and its compatible nuts and washers.

This item also include erection of the fabricated plate girder to the required profile and

shape as called for at designated site location including loading, transportation of all

structural steel members from fabrication shop to site and unloading; preparation of

erection scheme drawings, setting of storage yard at site if required & all equipment and

operation etc.required to complete the job.This item also includes temporary

support/staging, staging braces, bracing to permanent work, strutting, tying or anchor

bolts, fasteners, welding, temporary foundations required for erection. This item also

includes the field bolting at erection site as per specifications including all connections

required between steel plate girder and bearings.

The structural steel to be used shall be procured from the approved manufacturer as

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per contract provision. For payment purpose, nominal weight of the girder as per

drawing will only be considered.

Payment Terms shall be as follow: -

1) 50% shall be paid on fabrication of truss/girder components after inspection and

2) 10% shall be paid on Primer and painting of truss/girder components after inspection -

3) 5% shall be paid on receipt of fabricated and painted truss/girder components at site. -

4) 30% shall be paid on erection of truss/girder components by bolts and drifs and fixing -

permanent fastner.

5) 5% shall be paid on completion of balance work. -

Note:- Only steel which is erected and part of permanent structure will be measured - -

Note:- Any additional temporary structure which will be required for erection / -

launching of fabricated part or complete plate girder and the provision of the

connection of the same to the permanent work by welding the same or making holes as

per the approved launching scheme will be done by tenderer. No payment will be made

for such operations.

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2 Providing , fabricating and erecting structural steel for hand/safety railing and other MT 750.00

structural members for viaduct including transition span consisting of tubular and

rolled sections profiled to require shape, inserts, plates with welded hold fasts for walk-

way, earth terminal plates, insert plates with welded hold-fasts, internal threaded

sleeves including MS bolts tightened by Torque wrench and primer coat & three coats

of enamel paint of approved make and colour as per specification and drawing, with

all lead and lifts and as per the directions of engineer. The rate includes required

surface preparation (sand blasting).

Note: All structural steel shall be Hot Dip galvanized conforming to IS-802 (Part II ),

IS:5358 and IS:4759. and the mass of zinc coating shall not be less than 500 g/sq.m.

3 Providing, fabricating and erecting structural steel inserts for cable tray, inserts for MT 340.00

cable ducts, inserts for signalling mast steel brackets over parapet for fixing street

light, earthing arrangement consisting of plates with welded hold fast, welded

headed nuts, internal threaded sleeve, studs in the form of U bars, bolts (class 4.6)

Note: All structural steel shall be Hot Dip galvanized conforming to IS-802 (Part II ),

IS:53548 and IS:4759 and the mass of zinc coating shall not be less than 500 g/sq.m.

Note: Some inserts fabricated by other agencies which have to be incorporated in the

precast segments/ cast- in-situ spans /piers/ pile cap/pile would have to be handed over

to the contractor for placement and fixing in the reinforcement cage/ shuttering before

concreting. No extra paymet will be made for such inserts.

4 Providing, fabricating and Erection of structural steel Foot Over Bridge (FOB) as per MT 810.00

grade defined in drawing i.e. E250 BR and tube section YST 310 complete. This rate also

includes preparation of shop drawings procurement of raw materials sand blasting,

painting, trail assembly and all other activities.This item includes all necessary

equipments required to complete the job including procurement, testing and supply of

HSFG bolts (class 8.8 and above) and its compatible nuts and washers. This item is also

applicable for station box and entry/exit structure wherever required as per the

direcction and apporval of engineer incharge.

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i) Procurement and testing of Steel Quantities=45%

ii) On Completion of Fabrication of Steel Wotrk=20%

iii) Transporation and receipt of Fabricated Material at Site=10%

iv) Final Erection of Pre-Engineered Steel=25%

Schedule B6 - BEARINGS

Item Description Unit Rate (excl. GST) Quantity Amount (Rs.)

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1 Elastomeric bearings

Supply and fixing in position true in line & level, Elastomeric

bearings of approved make, placing and fixing in location

as per specification/ drawings and as directed by the

Engineer in charge.

For elastomeric bearing below superstructure Cucm 0.54

For elastomeric bearing on sides of shear key stopper. It Cucm 0.54

includes vertical bearing with Teflon for slider arrangement

in Guided end of span.

2 Supply, fabrication, and installation of MS Wedge Plates KG

including cutting, welding, drilling, grinding and surface 276.70

treatment as per approved drawings and specifications.and

Fixing of MS Wedge Plate over Elastomeric Bearing for U-

3 Supplying to site lifting, installation, fixing and placing - -

of POT Cum PTFE Bearing and its components in

position during casting of Pier/Pedestal and

superstructure, incl. grouting of holes for anchor bolts

and underside of base plate with approved non-shrink

cementitious grout (e.g. Conbextra GP2 or equivalent) as

per specification. The design of POT cum PTFE bearings

shall be done by contractor as per loads, movements

etc. given in good for construction (GFC) drawings.

i) Free POT Bearing (Un-facored Design Vertical load = Nos

ii) Fixed POT Bearing (Un-facored DesignVertical load = Nos

1750 kN and Un-facored Design Horizontal load =600 40,275.43

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iii) Longitudinal Guide POT Bearing (Un-facored Design Nos

Vertical load = 1750 kN and Un-facored Design 42,362.88

Horizontal load =600 kN)

iv) Transverse Guide POT Bearing (Un-facored Design Nos

Vertical load = 1750 kN and Un-facored Design 41,316.23

Horizontal load =600 kN)

Note: Price holds good for forces and movements varying -

by ± 25% for those indicated.

4 Spherical bearings Nos.

(i) Providing, fitting and fixing in position true in line and level 1,05,360.2

Spherical bearings , complete in all respect with all

components incl grouting with non-shrink cementitious

grout as per drawing and technical specifications.

Total Number of Fixed Bearing Max Vertical load = 5600 kN

and Horizontal load =1670 kN

(ii) Total Number of Free Bearing Max Vertical load = 5600 kN Nos.

(iii) Total Number of Slide Guide Longitudinal Bearing Max Nos.

Vertical load = 5600 kN and Horizontal load =1670 kN 1,04,696.6

(iv) Total Number of Slide Guide Transeverse Bearing Max Nos.

Vertical load = 5600 kN and Horizontal load =1670 kN 93,614.4

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate (excl. Quantity Amount (Rs.)

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1 Drainage Work

(i) Providing & fixing of double wall HDPE corrugated/plain

pipes and /or UPVC pipes (only external if provided) as

specified for rain water in superstructure of all types and

down take pipes, bends, couplers, upper receiving cap,

Tees and end cap etc. upto bottom of pier through

shear key as specified in drawings. This will be

required to be also provided at track crossing location for

laying power cable.

(d) Upper receiving cap -( hot dipped galvanised @650 nos 3,083.66 350.00

g/sqm steel) for 150mm Dia pipe

2 Expansion Joints - -

(i) Omega seal joint / Compression seal Expansion Joint RM 4,677.75 2,842.40

Providing and installing Omega seal joint /

Compression seal Expansion Joint conforming to

specification incl. provision of edge beams at end

edges of both adjoining precast diaphragm segments,

cast in situ units and all related operations as required to

complete the work as specified in specifications.

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(ii) Strip Seal Joint – Providing and installing Single strip seal RM 9,045.00 100.00

joint conforming to latest revisions of MORTH circulars

incl. provision of edge beams at end edges of precast

diaphragm segments and cast in situ unit and all related

operations as required to complete the work as specified

in specifications. Gap for expansion joint installation is

upto 100mm & maximum variation in gap upto ± 50mm

as per instruction of engineer incharge.

3 Supply and fixing of 3mt x 0.855mm and 2.0mm thick FRP RM 2,133.86 1,200.00

sheets to cover the gap between the U-girders as per

approved drawings and direction of Engineer-in-charge.

This rate includes Material, Labour and required

4 Making of Cutouts (Core Cutting) in pre constructed RCC

/ CC for all grades / Block / Brick works for services

4.1 50 mm dia upto 250rnm long Nos 3,645.00 15.00

4.2 100 mm dia upto 250rnm long Nos 4,253.00 15.00

4.3 250 mm dia upto 250rnm long Nos 4,678.00 15.00

4.4 150 mm dia upto 250rnm long Nos 5,164.00 15.00

4.5 200 mm dia upto 250rnm long Nos 5,468.00 15.00

5 Rebaring as per below per below details

5.1 10mm dia. Rebar Fixing in 12mm dia. with hole depth of Nos 224.26 150.00

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5.2 12mm dia. Rebar Fixing in 14mm dia. with hole depth of Nos 579.00 150.00

5.3 16mm dia. Rebar Fixing in 20mm dia. with hole depth of Nos 914.37 150.00

5.4 20mm dia. Rebar Fixing in 25mm dia. with hole depth of Nos 1,058.75 150.00

5.5 25mm dia. Rebar Fixing in 30mm dia. with hole depth of Nos 1,469.00 150.00

5.6 32mm dia. Rebar Fixing in 38mm dia. with hole depth of Nos 1,653.00 150.00

6 Providing and fixing of cable support GI bracket (Hot Dip Kg 121.50 1,000.00

Galvanized as per drawing for laying of system cables in

the platform area at elevated station. The rate shall

include cost of all required materials, Hot Dip Galvanized

fabrication, transportation at site, fasteners and fixing in

viaduct holes already provided by Civil contractor for

cable fixing/tieing, complete job in terms of approved

drawings and as per direction of Engineer-in-charge.(Cost

of Fasteners paid Separately)

7 Providing, fabricating, supplying, and fixing lifting hook Nos 3,378.66 9.00

arrangement in ASS (Auxiliary Sub-Station) / TSS

(Traction Sub-Station) room for lifting and maintenance

of equipment such as transformers, panels, or other

heavy electrical equipment, including hook, anchoring

system, fixing arrangement, and all associated works,

complete as per approved drawings and instructions of

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8 Providing and applying two-component polysulphide RM 569.00 500.00

sealant in construction/expansion joints of concrete,

masonry, metal, glass or other surfaces, including joint

preparation, primer application, backing rod where

required, sealant application and finishing, complete in all

respects as per approved drawings, manufacturer’s

specifications and instructions of the Engineer.

9 Providing, casting, supplying, transporting and erecting Sqmt 2,235.60 1,000.00

precast reinforced cement concrete (RCC) boundary wall

panels with RCC posts, including excavation, foundation,

erection, fixing of panels, jointing, finishing and all

associated works, complete in all respects as per

approved drawings and instructions of the Engineer.

10 Providing, Installing and fixing in position holding down MT 1,52,741.00 9.00

bolts of various sizes and lengths, as per drawings and

instructions, including making of pockets in foundations,

column heads, beams et. / Providing, fabricating to

required profile and shape, transporting, erecting and

fixing in position MS members made of built-up sections/

rolled or hollow structural steel sections to be used as

fixtures/supports/hangers etc. for system/roofing

contractors at any location or as directed by Engineer in

charge. Providing, fabricating, installing and fixing in

position any additional structural connections for

signages, gutters, or required by the system contractors

using standard plate sections welded & built up section,

tubes, square, rectangular pipe section, rolled sections

such as angles, channels etc.

11.0 Masonry Work

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11.1 Providing & laying Autoclaved Aerated Cement Blocks Cum 6781.00 5,792

masonry with 100mm/150mm/200mm/300mm thick

AAC blocks in all levels with RCC band at sill level and

lintel level with approved block laying polymer modified

adhesive mortar all complete as per direction of

Engineer-in-Charge. (The payment of RCC band and

reinforcement shall be made for seperately).

11.2 Providing and laying Damp-proof course 40 mm thick Sqm 366.00 196

with cement concrete 1:2:4 (1 cement : 2 coarse sand :

graded stone aggregate 12.5 mm nominal size).

11.3 Reinforced cement concrete work in beams, suspended Cum 10238.00 562

floors, roofs having slope up to 15° landings, balconies,

shelves, chajjas, lintels, bands, plain window sills,

staircases and spiral stair cases up to floor five level

excluding the cost of centering, shuttering, finishing and

reinforcement with 1:2:4 (1 cement : 2 coarse sand :

graded stone aggregate 20 mm nominal size).

11.4 Centering and shuttering including strutting, propping - -

etc. and removal of form for all heights :

11.4.1 Lintels, beams, plinth beams, girders, bressumers and Sqm 656.00 5,836

11.5 Brick work with common burnt clay F.P.S. (non modular) - -

bricks of class designation 7.5 in foundation and plinth

11.5.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6347.00 82

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11.6 Brick work with common burnt clay F.P.S. (non modular) - -

bricks of class designation 7.5 in superstructure above

plinth level up to floor V level in all shapes and sizes in :

11.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8103.00 84

11.7 Half brick masonry with F.P.S. brick of class designation - -

75 in foundations and plinth in.

11.7.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 830.00 82

11.8 Half brick masonry with F.P.S. bricks of class designation - -

75 in superstructure above plinth level up to floor V level.

11.8.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 1024.00 82

11.9 Extra for providing and placing in position 2 Nos 6mm sqm 94.00 164

dia. M.S. bars at every third course of half brick masonry

11.10 Providing and laying in position cement concrete of - -

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

11.10.1 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from cum 7011.00 82

natural sources: 4 graded stone aggregate 20 mm

nominal size derived from natural sources)

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11.11 Providing and laying in position ready mixed or site - -

batched design mix cement concrete for plain cement

concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland

Pozzolana/Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS:

to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength;

including pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of centering,

shuttering and finishing as per direction of the engineer-

in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified - -

cement content in design mix shall be payable separately.

In case the cement content in design mix is more than

110% of the minimum specified cement content, the

contractor shall have discretion to either re-design the

mix or bear the cost of extra cement.

11.11.1 All works above plinth and upto floor V level - -

a) Concrete of M10 grade with minimum cement content of cum 8179.00 42

b) Concrete of M15 grade with minimum cement content of cum 8313.00 42

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11.12 Providing and fixing up to floor five level precast cement - -

block, including hoisting and setting in position with

1:3 (1 cement : 3 coarse sand), cost of required centering,

11.12.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from cum 15919.00 408

natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

12 Plaster work - -

12.1 12mm cement plaster of mix: - -

12.1.1 1:6 (1 cement : 6 fine sand). (at all levels and locations) Sqm 297.00 54,174

12.2 15 mm cement plaster on rough side of single or half - -

brick work wall of mix:

12.2.1 1:4 (1 cement : 4 fine sand) (at all levels and locations) Sqm 356.00 21,412

12.3 6 mm cement plaster of mix : - -

12.3.1 1:3 (1 cement: 3 fine sand) (at all levels and locations) Sqm 268.00 46,170

13 Providing & fixing G.I. Hexagonal chicken wire mesh of Sqm 31.50 25,920.00

size 12mm x 20 gauge conforming to IS : 3150 at the

junction of dissimilar surfaces of brick / block masonry

wall and RCC column / beams and the like including

necessary "U" nails / screws with cleats for fixing,

overlapping etc. complete all as per specification and as

directed by the Engineer for all height and all locations.

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Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Rate (excl. Quantity Amount

1 Supply and Fabrication of steel through type TRUSS spans as per the approved drawings of MT

superstructure of the Bridge over Railway lines with contractor's own structural steel plates 1,81,543.22 682.50

(conforming to IS-2062-Grade B0 E 410) & structural steel rolled section (conforming to IS-2062-

Grade B0 E 250) quality with all welds, rivets, nuts bolts, etc. with contractor's own materials,

fabrication, machinery, templates, fixtures, equipments, tools and plants, transportation,

skilled/unskilled labour, all leads and lifts, Descent, loading, unloading, crossing one or more

Railway track if required, etc. complete and as per RDSO drawings & specifications by RDSO

approved venders only.The work shall be carried out during block periods sanction by railway. No

extra payment shall be made on this account.

The rate is inclusive of transportation of fabricated truss parts to site by contractor's own means

The structural steel to be used shall be procured from the Railway/RDSO approved manufacturer

only. Work has to be done as per drawings and specifications approved by Railway.

1) The fabrication of truss must be got done from RDSO approved firms only.

2) For payment purpose, nominal weight of the truss as per drawing will only be considered.

Metalising TRUSS components such as cross girders, top chord channels, bracing etc. as directed

by Engineer with aluminium spray not less than two layers after preparing surface by sand/grit

blasting as per provision laid in Appendix VI of IRS B 1 code (latest alteration) including one coat

wash primer (IS-5666) one coat zinc chrome primer (IS-104) and two coats of aluminium paint (IS-

2339) with approved paint conforming to IS specification for fabrication and erection of steel

girder bridge (IRS B 1) with Contractor's own materials, tools and plants, labour, loading,

unloading, transportation, handling, re-handling if any, including all lead, lifts, Descents, crossing

of track/obstruction etc. complete in all respect and as per direction of the Engineer.

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Assembling, Welding, Erecting, Riveting, Launching, bolting by HSFG bolts(class 8.8 grade and

above) wherever required (as per approved drawings) with contractor's rivet materials, weld

materials, HSFG bolts, service bolts, erection and launching of Truss span to Railway's approved

drawings with other ancillary steel structures fixed to the truss where necessary in proper level

and alignment and as per technical specifications. The cost includes cost of launching steel nose/

launching steel girder of required length.

Schedule-C1 Electrical System Works

S.No Description of Item Unit Rate QUANTITY Amount

SWITCH BOARDS/PANELS

Design, Fabrication, Assembling, Wiring, Supply, installation, testing &

commissioning of LT Panels fabricated out of CRCA sheet steel 2 mm

thick for structural members and 1.6 mm thick for doors and covers in

cubical compartmentalized free standing floor mounted, dust and

vermin proof with reinforcement of suitable size ISA / ISMC / ISMB / flats

wherever necessary. Panels shall be treated with all anticorrosive

process and powder coated (Minimum thickness 80 micron) with

approved shade. Panels shall be suitable for 415V, 3 phase, 4 wire, 50 Hz

power supply system to withstand rated symmetrical fault level at 415 V

including interconnections, bonding to earth etc. Panels shall be

provided with 25% spare space, space heaters, compartmental lights,

lifting hooks as required and 2 Nos of Earthing Terminals. All inter wiring

shall be with suitable stranded copper conductor FRLSH insulated wire.

The panels shall confirm to IP-54. Galvanized hardwares with Zinc

passivation shall be used.

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a The Electrical Panels shall be a minimum of Form 4b type Type 5 in

accordance with BS EN61439-1/IEC 61439-2 . Internal arc test as per IEC

61641 complete as per specification.

b The panels shall be provided with detachable gland plates of 3mm

thickness for entry of cables from the top/bottom as required.

c All live accessible parts shall be shrouded and all equipment shall be

finger touch proof. SMC/DMC shrouds and busbars supports shall be

suitably spaced.

d The panel shall have tinned copper busbars with bar type feeder

connections, spacers etc.and neutral busbar shall be of 100% capacity.

Bus Bar Sizing calculations shall be submitted for approval of GMRCL

e All components shall be connected to a common internal copper earth

bus bar of minimum size 50mm x 6mm.

g Hinged doors with Neoprene type gaskets & Triangle key lock facility

shall be provided on Doors and all outgoing feeders with switch handles

lockable in OFF position.

h Each incomer and outgoing feeder shall be provided with suitably rated

MCB controlled multiple LED lamps (Red, Yellow, Blue) for Phase

indication and (Red, Green, Amber) for ON, OFF & Trip status with all

required accessories suitable for 230 VAC operation as approved.

j The makes of components and accessories shall be unique for all the

panels under this contract in order to have uniformity and

standardization.

k All MCCBs shall be current limiting type microprocessor based releases

having continuously adjustable current setting in the range of 0.4 to

and 2-10 times of short circuit, rated for requisite specified Service short

circuit breaking capacity (Ics) suitable for isolation conforming to latest

IS/IEC60947-2 duly marked on MCCB, at operating voltage (Ue) of 415 V,

insulation voltage (Ui) 1100 V and with trip free mechanism, handle

indicating ON/OFF/tripped position. The breaking capacity as mentioned

in items of BOQ below. Breakers must have Ics = Icu = Icw.

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l All MCCB's shall be 4 pole with Over Load Protection,Short circuit and

Earth Fault sensing. MCCBs shall be suitably designed to provide

protection of motors, cables, busbars to suit rated current, unbalanced

power distribution as required and with front adjustable overload and

short circuit releases and minimum electrical endurance shall be of the

order of suitable operation cycles as specified in the Technical

Specification.All MCCBs shall be provided with Rotary handle and

spreader links for termination. All 4P MCCB has inbuilt feature of earth

fault protection, whereas all TPN MCCB's (Expect Motor Starters & DRPC

Panels) shall have external CT for neutral overload protection and earth

fault protection

m All the Incomer, bus couplers of switch boards/ panels shall be provided

with potential free contacts for connectivity to PLC for ON/OFF status

and control, as required for BMS .All Incomer, bus couplers of switch

boards/ panels shall be provided with Multi function Meters with RS

for BMS connectivity. All the RS -485 devices of Panels/ DBs shall be

looped into a single terminal/ port for each panels for easy integrations

with BMS. All internal Wiring & required accessories are in scope of

Panel/ DB Vendor.

n MCBs shall conform to IEC898/IS 8828 (latest) and, with breaking

capacity 10 kA at 415 V AC, current limiting type lower power loss appx

40 - 70% of the stipulated value and suitable for magnetic releases

operating between 3 to 5 times rated current for normal power

distribution application and 5 to 10 times rated current for motor

application duty, with minimum Electrical endurance of the order of

20000 operation cycles. All MCCBs shall be provided with Rotary handle

and spreader links for termination complete as required.

o Panel design shall be compact to economies the room space available.

p All incomer ACB's shall be provided with minimum 6 NO + 6 NC contacts

and there should be provision to add min. 6 NO+ 6 NC Auxiliary contacts.

q All 4-pole ACBs, MCCBs & MCBs shall have fully rated neutral pole.

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r The panels shall be provided with polymer based fire trace tube system.

Scheme of fire trace tube system shall be got approved by GMRCL

Engineer before proceeding with manufacturing and assembly. Cost for

this item shall be paid under suitable Item of Fire fighting works.

Contractor shall interface with OEM of panel and Panel flooding system

and ensure that the provision is made during fabrication of panel itself.

s Internal control wiring in the Starters shall be done with FRLSH PVC

insulated cables of adequate size. Internal wiring, contactors, relay

contacts, push button contacts should be rated not less than 2.5 sq. mm.

All MCCB shall be motorized with RS 485 type communication port for

BMS/SCADA functioning.

u Switch boards / panels shall be provided with Automatic clean agent gas

flooding arrangement with a fire detection tube system, as per the

specifications complying with the latest Indian Standards (IS:15517) and

NFPA-2001. An Automatic gas flooding system shall be provided with

manual overriding system with regulated valve arrangement including

control & Monitoring module for opening or closing the cylinder as and

when it is called for. A bank of clean agent gas cylinders with necessary

tubing shall be provided.

v Each Panel/DB as required shall be capable of real-time data of Status,

Control & Monitoring through Ethernet/TCP IP Port / RS 485 through

open protocol (IEC 60870-5104 shall be preferred),

w The Digital Multifunction meter shall have inbuilt bar graph for showing

the percentage loading in each phase and inbuilt LCD display to show all

the power parameters like A, V, W, VAR, VA, Wh, Vah, VARh & Hz. with

BMS connectivity.

x All motorized MCCBs /ASTS MCCBs to be provided with 230V, 50Hz

control supply as required including conversion needed if any from UPS

y The schematic drawings are to be read in conjunction with BOQ &

Technical specifications.

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z The load demand, cable size and route length are indicative only and

contractor shall evaluate the adequacy of the switch gear and voltage

aa All switch boards/ panels shall be provided with necessary Surge

Protection for Transient Over Voltages due to Lightning and switching

surges shall be incorporated with suitable rating Surge Arresters under

Class-1, Class-2, Class-3 of IEC

ab The bus bar shall be designed for all the switch boards / panels meeting

application duty requirement provided with insulations/ bus bar

supports system withstanding the thermo dynamic stresses

ac All panel shall have IP 54 protection for indoor application and IP 65 for

outdoor application.

ad Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

1.1 MAIN DISTRIBUTION BOARD (MDB)

A Transformer - I Incoming

1 No. of 1000 A, 415V, 50kA, 4P Electrically operated (fully motorized)

fully draw out (EODO) type ACB with built in Microprocessor based

release unit for Over Current, Short circuit and earth fault protection

with adjustable setting and time log facility for each of the fault for

achieving discrimination along with distinct fault indication through LED

display. ACB shall be provided with continuous rated shunt trip release

suitable for 240 VAC operation, suitable handles to operate ACB

manually and spring charging device suitable for 1 phase, 240 VAC

operation, NO/NC contacts for interlocks and indications. ACB shall have

in-built compatibility through open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

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i) 1 No. of Multi Function Meter of accuracy class 1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards with

necessary Circuit MCBs and suitable size summating CTs for metering

supporting SCADA/BMS connectivity

ii) 1 No. 0-1000A Digital Ammeter with selector switch and Required set of

CTs, MCBs and Accessories

iii) 1 No. 0-500V Digital Voltmeter with selector switch and Required set of

MCBs and Accessories

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

vi) 3 Nos. of cast resin current transformers of 1000/5 ratio with 15 VA

Burden & Class 5P10 for protection

vii) 3 Nos. of cast resin current transformers of 1000/5 ratio with 15VA

burden and Class 1 for measurement

viii) 3 nos. cast resin current transformers of 1000/5 ratio with 15VA burden

and Class 1 for APFC relay

ix) 1 set of Under Voltage Relay with complete accessories.

x) 1 set of Over Voltage Relay with complete accessories.

xi) 1 set of Instantaneous Over Currrent Relay (50)

xii) 1 set of IDMT Over Current Relay (51)

xiii) 1 set of Earth Fault protection relay (51N)

xiv) 1 set of Ground fault protection relay (50N)

xv) 1 set of reverse power protection and phase sequence protection

xvi) Auxiliary contacts required for necessary interlocking of Transformers,

HT & LT breakers.

xvii) Class-B SPDs shall be provided in panel as per IEC 61643-12 or latest.

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xviii) Contractor shall provide earmarked potential free terminals for SCADA

signals as per specification & requirements.

B Transformer - II Incoming

1 No. of 1000 A, 415V, 50kA, 4P Electrically operated (fully motorized)

fully draw out (EODO) type ACB with built in Microprocessor based

release unit for Over Current, Short circuit and earth fault protection

with adjustable setting and time log facility for each of the fault for

achieving discrimination along with distinct fault indication through LED

display. ACB shall be provided with continuous rated shunt trip release

suitable for 240 VAC operation, suitable handles to operate ACB

manually and spring charging device suitable for 1 phase, 240 VAC

operation, NO/NC contacts for interlocks and indications. ACB shall have

in-built compatibility through open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

i) 1 No. of Multi Function Meter of accuracy class 1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards with

necessary Circuit MCBs and suitable size summating CTs for metering

supporting SCADA/BMS connectivity

ii) 1 No. 0-1000A Digital Ammeter with selector switch and Required set of

CTs, MCBs and Accessories

iii) 1 No. 0-500V Digital Voltmeter with selector switch and Required set of

MCBs and Accessories

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

vi) 3 Nos. of cast resin current transformers of 1000/5 ratio with 15 VA

Burden & Class 5 P10 for protection

vii) 3 Nos. of cast resin current transformers of 1000/5 ratio with 15VA

burden and Class 1 for measurement

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viii) 3 nos. cast resin current transformers of 1000/5 ratio with 15VA burden

and Class 1 for APFC relay /AHF.

ix) 1 set of Under Voltage Relay with complete accessories.

x) 1 set of Over Voltage Relay with complete accessories.

xi) 1 set of Instantaneous Over Currrent Relay (50)

xii) 1 set of IDMT Over Current Relay (51)

xiii) 1 set of Earth Fault protection relay (51N)

xiv) 1 set of Ground fault protection relay (50N)

xv) 1 set of reverse power protection and phase sequence protection

xvi) Auxiliary contacts required for necessary interlocking of Transformers,

HT & LT breakers.

xvii) Class-B SPDs shall be provided in panel as per IEC 61643-12 or latest.

xviii) Contractor shall provide earmarked potential free terminals for SCADA

signals as per specification & requirements.

1 No. of 1000 A, 415V, 50kA, 4P draw out Electrically operated (fully

motorized) fully draw out (EODO) type ACB with built in Microprocessor

based release unit for Over Current, Short circuit and earth fault

protection with adjustable setting and time log facility for each of the

fault for achieving discrimination along with distinct fault indication

through LED display. ACB shall be provided with continuous rated shunt

trip release suitable for 240 VAC operation, suitable handles to operate

ACB manually and spring charging device suitable for 1 phase, 240 VAC

operation, NO/NC contacts for interlocks and indications. ACB shall have

in-built compatibility through open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

i) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps and

ON/OFF push buttons.

ii) Auxiliary contacts required for necessary interlocking of Transformers,

HT&LT breakers.

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iii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

iv) Two incomers shall be interlocked electrically & mechanically, so as only

any 02 out of 03 ACBs can be closed at any time.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >1000 A as per specification, suitable to withstand

symmetrical fault level of 50 kA at 415 V with 100% rated neutral busbar.

a) 1 nos. 400A, 415V, Ics=35 kA, Four pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps, & 3 nos. cast resin current transformers of

400/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch.

b) 3 nos. 250A, 415V, Ics=35 kA, Four pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps, & 3 nos. cast resin current transformers of

250/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch .

c) 3 nos. 160A, 415V, Ics=35 kA, Four pole MCCB with variable overcurrent,

short circuit, and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps, 3 nos. cast resin current transformers of 160/5

ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter selector

d) 1 nos. 100A, 415V, Ics=35 kA, Four Pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps & 3 nos. cast resin current transformers of

100/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch

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a) 2 nos. 400A, 415V, Ics=35 kA, Four pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps & 3 nos. cast resin current transformers of

400/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch.

b) 3 nos. 160A, 415V, Ics=35 kA, Four pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps & 3 nos. cast resin current transformers of

160/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch.

c) 3 nos. 250A, 415V, Ics=35kA, Four pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps & 3 nos. cast resin current transformers of

250/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch.

d) 2 nos. 100A, 415V, Ics=35 kA, Four pole MCCB with variable overcurrent,

short circuit and earth fault releases & each having 1- set Red/Green

ON/OFF indicating lamps & 3 nos. cast resin current transformers of

100/5 ratio with 15 VA Burden & Class 1.0 for Ammeter with Ammeter

selector Switch.

SITC of MAIN DISTRIBUTION BOARD (MDB) No.

1.2 Emergency Main Distribution Board (EMDB)

A Incomer (Normal supply)

a) Incoming from B1 with 400A, 415V , Ics = 35kA, FP, Motorised MCCB

complete with variable overcurrent ans short circuit releases for Normal

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b) Incoming from B2 with 400A, 415V , Ics = 35kA, FP, Motorised MCCB

complete with variable overcurrent ans short circuit releases for Normal

c) Automatic changeover system complete

B INCOMING FROM DG PANEL

a) 1 no. 400A, 415V , Ics = 35kA, FP, Motorised MCCB complete with

variable overcurrent ans short circuit and short circuit releases for

b) Automatic changeover system complete

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at > 400 A as per specification, suitable to withstand

symmetrical fault level of 35 kA at 415 V with 100% rated neutral busbar.

a) All incomers shall be interlocked electrically & mechanically with

contactor based automatic changeover system so that only one supply is

switched on at a time and fail safe restoration.

D Outgoing Units

a) 4 nos. 125 A, 415V, Ics=35 kA, TPN MCCB with fixed neutral and variable

overcurrent, short circuit and earth fault releases with 1 set each of

MCB controlled Breaker ON/OFF/TRIP and phase indicating lamps.

b) 2 no. 200 A, 415V, Ics=35 kA, TPN MCCB with fixed neutral and and

variable overcurrent, short circuit and earth fault releases with 1 set

each of MCB controlled Breaker ON/OFF/TRIP and phase indicating

c) 12 no. 63 A, 415V, Ics=25 kA, TPN MCCB with fixed neutral and and

variable overcurrent, short circuit and earth fault releases with 1 set

each of MCB controlled Breaker ON/OFF/TRIP and phase indicating

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1 No, 230V, AC operated integral type Digital meter with RS485 port for

measuring Amps ,Voltage, Energy, kWH, kVAR, frequency, Maximum

Demand & power factor etc conforming to specifications, latest IEC/

EMC and EMI standards/criterion, with necessary Circuit MCBs and

suitable size summating CTs for above incomers metering supporting

SCADA/BMS connectivity.To be equipped with source power sensing,

automatic changeover, 3-phase Under-voltage protection, Phase

Sequence Protection and test facility inbuilt in the controller and RS

communication port with compatibility for interfacing with BMS/SCADA.

The trip unit of MCCB shall be with adjustable Overload protection, Short

Circuit protection, shunt trip coil, auxiliary contacts for ON, OFF, TRIP

indication etc. as per drawing and specifications along with 3 sets of

following accessories.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards.

ii) 1 No. 0-400A Digital Ammeter with selector switch and Required set of

CTs, MCBs and Accessories

iii) 1 No. 0-500V Digital Voltmeter with selector switch and Required set of

MCBs and Accessories

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

vi) Auxiliary contacts required for necessary interlocking of breakers.

vii) 3 Nos. of cast resin current transformers of 400/5 ratio with 15VA

burden and Class 1 for measurement.

viii) Class-B, SPDs shall be provided in panel as per IEC 61643-12 or latest.

ix) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

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GMRC/CONS/STNS+VDCT-1/2026 BOQ

SITC of Emergency Main Distribution Board (EMDB) No.

1.3 Design, Supply, installation, testing commissioning of Main Lighting &

Power panel (MLPP) complete as per specifications & Drawing with

Main Lighting & Power panel (MLPP)

A Incomer (from MDB-1)

2 No. of 100 A, 415V, 25kA, 4P MCCB with changeover switch built in

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable settings. The breaking capacity of

MCCB shall be Icw=Icu. MCCB shall have in built compatibility through

open protocol like Modbus for SCADA/BMS connectivity (RS485) along

with following accessories.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM shall

have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

ii) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

iii) 1 set of MCB controlled phase indicating lamps for all three phases.

iv) Amber healthy trip indicating lamps

v) 3 Nos. of cast resin current transformers of 100/5 ratio with 15VA

burden and Class 1.0 for measurement

vi) Auxiliary contacts required for necessary interlocking.

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vii) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

viii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >100 A as per specification, suitable to withstand

symmetrical fault level of 25 kA at 415 V with 100% rated neutral busbar.

a) 9 Nos. of 10A/20A , 415V, 10kA, TPN MCB, with fixed neutral and

variable overcurrent, short circuit releases. Suitably rated AC3 Duty

power contactor of with necessary NO & NC auxiliary contacts as

required for operation through BMS, Auto/ manual selector switch, 1 set

of MCB controlled Breaker ON/OFF/TRIP indicating lamps, complete as

required and approved.

SITC of Main Lighting & Power panel (MLPP) No. 595785.85

1.4 Design, Supply, installation, testing commissioning of Emergency (UPS)

Power panel complete as per specifications & Drawing with following:

Emergency (UPS) Power panel (UPP)

a) 2 Nos. of 63 A, 415V, 25kA, 4P MCCB with built in Microprocessor based

release unit for Over Current, Short circuit and earth fault protection

with adjustable settings. The breaking capacity of MCCB shall be Icw=Icu.

MCCB shall have in built compatibility through open protocol like

Modbus for SCADA/BMS connectivity (RS485) each along with following

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i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM shall

have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

ii) 3 Nos. of cast resin current transformers of 40/5 ratio with 15VA burden

and Class 1.0 for measurement

iii) Auxiliary contacts required for necessary interlocking.

iv) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

v) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

vi) 1 set of MCB controlled phase indicating lamps for all three phases.

vii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >63 A as per specification, suitable to withstand

symmetrical fault level of 25 kA at 415 V with 100% rated neutral busbar.

a) 11 Nos. of 20A, 230V, 10kA, DP MCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

controlled Breaker ON/OFF/TRIP indicating lamps, complete as required

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b) 4 Nos. of 10A, 230V, 10kA, DP MCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

controlled Breaker ON/OFF/TRIP indicating lamps, complete as required

c) 3 Nos. of 20A, 230V, 10kA, DP MCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

controlled Breaker ON/OFF/TRIP indicating lamps, complete as required

SITC of Emergency (UPS) Power panel (EPP) No. 798368.6

1.5 Design, Supply, installation, testing commissioning of Fire & Water

Pump Panel (FWP) complete as per specifications, Drawings and as per

following details:

1.5.1 Fire & Water Pump Panel (FWP)

a) 2 Nos. 200A, 35 kA, 4 pole, motorized MCCBs with automatic

changeover system with source power sensing with provision for

receiving two independent source power supply (one incoming supply

from EMDB and one incoming supply from DG-AMF panel) , electrically

and mechanically interlocked with common base frame and controller

having selector switch for automatic & manual operation on both the

sources., 3 phase Under - voltage protection and Phase Sequence

Protection inbuilt in the controller and RS 485 communication port with

compatibility for interfacing with BMS/SCADA. The trip unit of MCCB

shall be with adjustable Overload protection, Short Circuit protection,

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shunt trip coil, auxiliary contacts for ON, OFF, TRIP indication etc. as per

drawing and specifications each along with following.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards.

ii) 3 Nos. of cast resin current transformers of 200/5 ratio with 15VA

burden and Class 1.0 for measurement

iii) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

iv) 1 set of MCB controlled phase indicating lamps for all three phases.

v) Auxiliary contacts required for necessary interlocking of breakers.

vi) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

vii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

a) Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >200A as per specification, suitable with stand

symmetrical fault level of 35kA at 415 V. The neutral busbar is to be of

capacity as phases

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a) 3 nos. 160 A, Ics=25 kA, 415 V, TPN MCCB with fixed neutral and with

variable overcurrent and short circuit releases.

a1) 3 nos. Star‐Delta starter of Suitable rating comprising 3 Nos. TP contactor

AC‐3 duty Auto/Manual switch, timer, Start Stop push button, & with

potential free contacts for remote monitoring and control having the

following item for each.

i) 1 No. of AC operated, 4 Digit, independent Digital Ammeter with

selector switch with necessary Circuit MCBs and with suitable size,

Class CTs connections as required for outcoming feeders

ii) 1 set of start stop push buttons with inbuilt ON/OFF indicating lamps.

iii) Auto / Manual selector switch.

iv) Amber healthy trip indicating lamps.

b) 5 no. 20A, Ics= 10 kA, 415 V, TP N MCB with fixed neutral and with

variable overcurrent and short circuit releases.

b1) 2 KW DOL Starter (2 No Sump pumps), Star‐Delta starters of Suitable

rating (2 Nos. Domestic water pumps), Star‐Delta starters of Suitable

rating (1 no jockey pump) with potential free contacts for remote

monitoring and control, having the following items for each:

i) 1 No. of AC operated, 4 Digit, independent Digital Ammeter with

selector switch with necessary Circuit MCBs and with suitable size,

Class CTs connections as required for outcoming feeders

ii) 1 set of start stop push buttons with inbuilt ON/OFF indicating lamps.

iii) Auto / Manual selector switch.

iv) Amber healthy trip indicating lamps

c) 4 no. 20 A, Ics= 25 kA, 415 V, TP N MCB with fixed neutral and with

variable overcurrent and short circuit releases.

c1) 3.5 KW Star-Delta Starter (2 No Borewell pump)with potential free

contacts for remote monitoring and control. having the following item

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i) 1 No. of AC operated, 4 Digit, independent Digital Ammeter with

selector switch with necessary Circuit MCBs and with suitable size,

Class CTs connections as required for outcoming feeders

ii) 1 set of start stop push buttons with inbuilt ON/OFF indicating lamps.

iii) Auto / Manual selector switch.

iv) Amber healthy trip indicating lamps

D Auxiliary relay shall be provided which shall be activated by pressure

switch for remote monitoring.

SITC of Fire & Water Pump Panel (FWP) No. 1375646.55

1.6 Design, Supply, installation, testing commissioning of Escalator Power

Panel (ESPP) complete as per specifications, Drawing and as per

following details:

1.6.1 Escalator Power Panel (ESPP)

a) 2 No. of 250 A, 415V, 35kA, 4P MCCB with changeover switch with E/M

interlocking built in Microprocessor based release unit for Over Current,

Short circuit and earth fault protection with adjustable settings.The

breaking capacity of MCCB shall be Icw=Icu. MCCB shall have in built

compatibility through open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

i) 1 No. of Multi Function Meter with all required to measure and display

the Electrical quantities like, Current, Voltage, Active Energy-KWH,

Reactive Energy-kVAH, frequency, Maximum Demand-KVA/KW, Total

Hormonic Distortion & power factor etc. with facility conforming to

specifications and latest IEC standards. MFM shall have in built

compatibility through open protocol like Modbus for SCADA/BMS

connectivity (RS485) and all required accessories.

vii) 3 Nos. of cast resin current transformers of 250/5 ratio with 15VA

burden and Class 1.0 for measurement

ii) Auxiliary contacts required for necessary interlocking.

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iii) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

vi) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >250 A as per specification, suitable to withstand

symmetrical fault level of 35 kA at 415 V with 100% rated neutral busbar.

a) 8 Nos. of 63A, 415V, 25kA, TPN MCCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

controlled Breaker ON/OFF/TRIP indicating lamps, complete as required

SITC of Escalator Power Panel (ESPP) No. 1250785.2

1.7 Design, Supply, installation, testing commissioning of Commercial

Power Panel (CPP) complete as per specification, Drawing and as per

following details:

1.7.1 Commercial Power Panel (CPP)

2 No. of 160 A, 415V, 25kA, 4P MCCB with changeover switch built in

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable settings. The breaking capacity of

MCCB shall be Icw=Icu. MCCB shall have in built compatibility through

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open protocol like Modbus for SCADA/BMS connectivity (RS485) along

with following accessories.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM shall

have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

vii) 3 Nos. of cast resin current transformers of 160/5 ratio with 15VA

burden and Class 1.0 for measurement

ii) Auxiliary contacts required for necessary interlocking.

iii) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

vi) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >160 A as per specification, suitable with stand

symmetrical fault level of 25kA at 415 V. The neutral busbar is to be of

same capacity as phases.

a) 1 no. 125 A Ics=15 kA, 415V, 1 No. KWH meter & TPN MCCB C-Curve

each having indication lamps to give ON/OFF/TRIP status.

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b) 2 nos. 63 A Ics=15 kA, 415V, 1 No. KWH meter & TPN MCCB C-Curve

each having indication lamps to give ON/OFF/TRIP status.

C) 2 nos.32A Ics=10 kA, 230V, 1 No. KWH meter & DP MCB C-Curve each

having indication lamps to give ON/OFF/TRIP status.

d) 7 nos. 20A Ics=10 kA, 230V, 1 No. KWH meter & DP MCB C-Curve each

having indication lamps to give ON/OFF/TRIP status.

a) 1 No. in each outgoing, Electronic Energy Meter with RS-485 port for

measuring Current, Voltage Active and reactive Energy, Maximum

Demand & Power factor etc. with TOD facility with suitable size of CT's

for each of the outgoing feeder with locking arrangement.

b) 1 no. in each outgoing, KWH digital energy meter with requisite class CT

SITC of Commercial Power Panel (CPP) No. 1195550.3

1.8 Design, Supply, installation, testing commissioning of A/C Power Panel

(ACPP) complete as per specifications, Drawings and as per following

1.8.1 A/C Power Panel (ACPP) as per specifications, Drawing and as per

following details:

a) 2 No. of 250 A, 415V, 35kA, 4P MCCB with changeover switch built in

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable settings. The breaking capacity of

MCCB shall be Icw=Icu. MCCB shall have in built compatibility through

open protocol like Modbus for SCADA/BMS connectivity (RS485) along

with following accessories.

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i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM shall

have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

ii) Auxiliary contacts required for necessary interlocking.

iii) Class-B, SPDs shall be provided in panel as per IEC 61643-12 or latest.

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

vi) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

vii) 3 Nos. of cast resin current transformers of 250/5 ratio with 15VA

burden and Class 1.0 for measurement

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >160 A suitable to with stand symmetrical fault level of

35kA at 415 V. The neutral busbar is to be of same size as phases.

a) 2 no.160A, 415V, Ics=25 kA, 4P MCCB’s(Motor Duty) with indicating

lamps on each phase to give indications.

b) 2 no. 63A, 415V, Ics=25 kA, TPN MCCB’s with indicating lamps (red) on

each phase to give indications.

c) 2 no. 20A, 230V, Ics=10 kA, DP MCB’s with indicating lamps (red) on

each phase to give indications.

SITC of A/C Power Panel (ACPP) No. 717062.85

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1.9 Design, Supply, installation, testing commissioning of Essential lighitng

and power panel for Emergency lighting which is fed from DG set.

complete as per specifications & Drawing with following:

1.9.1 Essential Lighting and Power Panel(ELPP)

A Incomer (from EMDB)

1 No. of 63 A, 415V, 25kA, 4P MCCB with built in Microprocessor based

release unit for Over Current, Short circuit and earth fault protection

with adjustable settings. The breaking capacity of MCCB shall be Icw=Icu.

MCCB shall have in built compatibility through open protocol like

Modbus for SCADA/BMS connectivity (RS485) each along with following

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM shall

have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

ii) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

iii) 1 set of MCB controlled phase indicating lamps for all three phases.

iv) Amber healthy trip indicating lamps

v) 3 Nos. of cast resin current transformers of 100/5 ratio with 15VA

burden and Class 1.0 for measurement

vi) Auxiliary contacts required for necessary interlocking.

vii) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

viii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

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Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >63 A as per specification, suitable to withstand

symmetrical fault level of 25 kA at 415 V with 100% rated neutral busbar.

4 Nos. of 10A/20A , 415V, 10kA, TPN MCB, with fixed neutral and

variable overcurrent, short circuit releases. Suitably rated AC3 Duty

power contactor of with necessary NO & NC auxiliary contacts as

required for operation through BMS, Auto/ manual selector switch, 1 set

of MCB controlled Breaker ON/OFF/TRIP indicating lamps, complete as

required and approved.

SITC of Essential Lighting & Power panel (ELPP) No. 798368.6

1.9 "Design, Detail Engineering, Supply, Erection, Testing and

Commissioning of Reactive Power Compensation and power quality

Improvement along with associated equipments & integration with

existing protection and BMS system as per specification and BOQ

1.9.1 Dynamic Reactive Power Compensation Panel , 33kV/0.415kV IGBT-

based D-STATCOM along with other associated equipments, associated

control and power cabling and earthing arrangement as per approved

SLD , BOQ and specifications. Bidder to quote the SITC price per KVAR

basis. Actual payment shall be made as per total KVAR installed at site

per station. (Approx. KVAR per station required is 200)

SITC of Dynamic Reactive Power Compensation Panel. KVAR 4750

TOTAL OF MV PANELS

2 MV DISTRIBUTION BOARDS

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A Supply, installation, testing & commissioning of front operated, front

access cubicle type, dead front, wall / recess/ surface mounted, totally

enclosed dust and vermin proof ( minimum protection IP 54 ) as per

drawings and specifications. The distribution boards shall be of sheet

steel enclosure with copper bus bars suitable for single or three phase

MCBs. The MCB DB shall fabricated from 2 mm thick CRCA with powder

coated finish suitable for 415 V, 3-phase, 4 wire, 50 Hz system including

suitably rated insulated copper busbars, interconnections, neutral bar

assembly, phase segregating barriers, LED indicating lamps for incoming

and outgoing feeders, knockouts and gland plates for entry of cables and

conduits, all internal wiring using high temperature PVC FRLSH wires,

independant terminals for each phase, neutral & earthing terminals and

including the cost of providing Master key lock on the door and pad

locking facility on door as well as at incomer, bonding to earth etc.

complete as per specification, drawings as required.

a) MCBs shall conform to IEC 60898 (latest) and, with breaking capacity

kA at 415 V AC, current limiting type lower power loss appx 40 - 70% of

the stipulated value and suitable for magnetic releases operating

between 3 to 5 times rated current for normal power distribution

application and 5 to 10 times rated current for motor application duty,

with minimum Electrical endurance of the order of 20000 operation

b) RCBO conforming to IEC 61009-1, IS 12640-2 shall be provided with

100mA sensitivity and electrically connected rated current capacity MCB

for short circuit and over load protection as required

c) All incoming & outgoing feeders of DB shall be terminated on terminal

blocks in the upper compartment including Internal wiring by

d) Class-B SPDs shall be provided in all DB incomers as per IEC 61643-12 or

e) Consider "B" curve for lighting," C" curve for power and "D" curve for

UPS circuit requirement.

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f) Common area DBs and Street Light DBs shall be controlled by

Timer+Contactor.Provision of Auxiliary contactors , push buttons and

indicating lamps for 50% ,75% and 100% selection. Local Remote selector

switch for auto local operation and lighting control from controlled desk

BMS located at SCR.

g) Variable control through BMS to be adopted to save energy for lighting

system for Lighting DB.

2.1 Distribution Boards(Type-1) as per specification and Drawing as per No. 57304.95

following details. LPDB-1, and VD-DB-1,2,3,4

A Distribution board unit for lighting combined with Small Power

consisting of one compartments and upper compartment for terminal

block with respective incoming 4P MCBs having indications for

incoming feeder status as per specifications and as shown on Drawing

a) 1 no. 10/ 32 A, 10kA, 4P, MCB

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

OUTGOINGS with feeder.

c) 3 no. 32A DP RCBO for phase segregation.

d) 12 Nos 10/20 Amp SP MCB with feeder on indication Lamp

2.2 Distribution Boards(Type-2) as per specification and Drawing as per No. 64339.7

following details.( LPDB-2,3,5,6)

A Distribution board unit for lighting combined with Small Power

consisting of one compartments and upper compartment for terminal

block with respective incoming 4P MCBs having indications for

incoming feeder status as per specifications and as shown on Drawing

a) 1 no. 10/ 32 A, 10kA, 4P, MCB

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

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OUTGOINGS with feeder.

c) 3 no. 32A DP RCBO for phase segregation.

d) 18 Nos 10A/16A/20A/32A SP MCB with feeder on indication Lamp

2.3 Distribution Boards(Type-3) as per specification and Drawing as per No. 38253.346

following details. ELDB-1,2,3,4,5,6, & UPS-1,2,3,4

A Distribution board unit for lighting with respective incoming DP MCBs

having indications for incoming feeder status as per specifications and

as shown on Drawing and as under:

a) 1 no. 20/40 A, 10kA, DP, MCB

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

OUTGOINGS with feeder.

c) 2 no. 32A DP RCCB .

d) 12 nos. 10A/16A/20A/32A SP MCB with feeder on indication Lamp

2.4 Lighting Distribution Boards (LDB) as per specification and Drawing as No. 63440.525

per following details.(Advertisement)

A Distribution board unit for incoming 4P MCCBs having indications for

incoming feeder status as per specifications and as shown on Drawing

a) 1 no. 63 A, 16kA, 4P, MCCB

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

OUTGOINGS with feeder.

a) 9 Nos. of 20A/32A SP MCB arranged in sets of 3 nos. per phase with

feeder on indication Lamp

2.5 AC Distribution Board (ACDB) as per specification & Drawing & as per No. 94395.2015

following details

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A Distribution board unit for incoming 4 pole MCBs having indications

for incoming feeder status as per specifications and as shown on

Drawing and as under:

a) 1 no. 20/63 A, 10kA, 4P, MCB

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

OUTGOINGS with feeder.

c) 3 no. 40A DP RCBO for phase segregation.

d) 24 nos. 16A, DP MCB C-Curve each having indication lamps to give

2.6 Distribution Boards as per specification and Drawing as per following No. 76855.6175

details.(Signage DB)

A Distribution board unit for lighting with respective incoming TPN MCBs

having indications for incoming feeder status as per specifications and

as shown on Drawing and as under:

a) 1 no. 20/40 A, 10kA, 4P, MCB

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

OUTGOINGS with feeder.

c) 3 no. 32A DP RCBO for phase segregation.

d) 10 nos. 10A/16A/20A/32A TPN MCB with feeder on indication Lamp

2.7 Distribution Boards as per specification and Drawing as per following No. 292707.4165

details.(OUTDOOR VRV DB)

A Distribution board unit for lighting with respective incoming Four pole

MCCBs having indications for incoming feeder status as per

specifications and as shown on Drawing and as under:

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a) 1 no. 160 A, 25kA, 4P, MCCB with microprocessor based release having

continously adjustable current setting in the range of 0.4 to 1.0 and 2-10

times of short circuit protection as per Technical specification enclosed.

Shall be suitable for total discrimination.

b) 1 set of (R,Y,B, ON, OFF, TRIP) indicating lamps.

OUTGOINGS with feeder.

c) 4 nos. 100A TPN MCCB with FEEDER ON indication Lamp

2.8 ENCLOSURE/ISOLATOR BOX

A Design, Supply, Installation, Testing and Commissioning of

Enclosure/Isolator Box fabricated using CRCA Sheet Steel of 2mm. thick

and powder coated (65 Micron Minimum) surface/recess mountable unit

having IP 54 with suitable current rated TPN MCCB inbuilt with 100mA

Earth fault release, spreaders & shrouds at all terminals, gland plate for

incoming & outgoing cables and with suitably rated MCB controlled

multiple LED lamps (Red, Yellow, Blue) for Phase indication and (Red,

Green, Amber) for ON, OFF & Trip status with all required accessories

suitable for 230 VAC operation complete as required and approved.

a) 63A, TPN MCCB inbuilt with 100mA Earth fault release, complete as No. 39092.785

b) 125A, TPN MCCB inbuilt with 100mA Earth fault release, complete as No. 44935.874

TOTAL OF DISTRIBUTION BOARDS

3 MV CABLING & CABLE TRAYS

3.1 Power Cables

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GMRC/CONS/STNS+VDCT-1/2026 BOQ

Supply, laying, testing and commissioning of 1100 V grade, XLPE

insulated, PVC extruded, armoured, FRLSH, Conductor cables as per

Technical specification on existing trays/ walls/ columns /indoor

/trenches including the cost of supports with suitable clamps, saddles,

hooks, Anchor fasteners, bolts etc. including proper dressing of cables,

Route markers, providing identification tags, earthing of glands

armouring etc. complete as per specifications and as required. The cost

of cable trays excavation and back filling of trenches will be measured

separate. The cost shall include Heat Shrinkable cable jointing kits for

joining cables wherever joints are unavoidable due to unavailability of

required length of cable in standard drum length.

a) 3.5 core 240 sq. mm Al Conductor RM 2296.796

b) 3.5 core 150 sq. mm Al Conductor RM 1450.289

c) 3.5 core 120 sq. mm Al Conductor RM 1252.9265

d) 3.5 core 70 sq. mm Al Conductor RM 824.106

e) 3.5 core 50 sq. mm Al Conductor RM 621.3855

f) 3.5 core 35 sq. mm Al Conductor RM 479.4175

g) 4 core 16 sq. mm Cu Conductor RM 1235.988

h) 4 core 10 sq. mm Cu Conductor RM 853.708

i) 3 core 16 sq. mm Cu Conductor RM 965.257

j) 3 core 10 sq. mm Cu Conductor RM 682.955

k) 3 core 6 sq. mm Cu Conductor RM 431.281

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l) 3 core 4 sq. mm Cu Conductor RM 315.1815

m) 4 core 2.5 sq. mm Cu Conductor RM 285.171

n) 1 core 16 sq. mm Cu Conductor RM 419.0545

o) 1 core 95 sq. mm Cu Conductor RM 1939.748

p) 3.5 core 95 sq. mm Al Conductor RM 1252.1

3.2 Cable end termination of cables detailed in item 3.1.1 above - including

cost of supplying and fixing of tinned copper Crimping type lugs, double

compression brass glands including earthing, insulation tape etc. Gland

should be earthed individually with gland ring copper strip and copper

wire, complete as per specifications and as required.

a) 3.5 core 240 sq. mm Al Conductor No. 2545.639

b) 3.5 core 150 sq. mm Al Conductor No. 2003.835

c) 3.5 core 120 sq. mm Al Conductor No. 1633.8385

d) 3.5 core 70 sq. mm Al Conductor No. 1221.719

e) 3.5 core 50 sq. mm Al Conductor No. 1045.5225

f) 3.5 core 35 sq. mm Al Conductor No. 816.2305

g) 4 core 16 sq. mm Cu Conductor No. 737.276

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GMRC/CONS/STNS+VDCT-1/2026 BOQ

h) 4 core 10 sq. mm Cu Conductor No. 559.816

l) 3 core 16 sq. mm Cu Conductor No. 669.579

j) 3 core 10 sq. mm Cu Conductor No. 547.865

k) 3 core 6 sq. mm Cu Conductor No. 461.472

l) 3 core 4 sq. mm Cu Conductor No. 379.981

m) 4 core 2.5 sq. mm Cu Conductor No. 322.3825

n) 1 core 16 sq. mm Cu Conductor No. 373.92

o) 1 core 95 sq. mm Cu Conductor No. 613.89

p) 12 C x 1.5 sq. mm Cu Conductor No. 559.4075

q) 3.5 core 95 sq. mm Al Conductor No. 1221.7

3.3 Supply, laying, testing and commissioning of Control cables of following

size cables as per List of approved makes including the cost of jointing &

termination with required accessories.

a) 2 C x 1.5 sq. mm Cu Conductor RM 145.863

b) 12 C x 1.5 sq. mm Cu Conductor RM 472.834

c) 19 C x 1.5 sq. mm Cu Conductor RM 687.819

3.4 Cable Trays

GMRC October 2026 Page 92 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

3.4.1 Supply, installation of factory fabricated, perforated, hot dip galvanized

(Minimum Thickness shall be 85 microns), double bended cable trays

from 2 mm thick sheet steel continuously connected including inward,

outward, horizontal & vertical bends, reducers, tees, flexible earth

connector and other accessories. All the cable tray accessories shall be

factory pre-fabricated, until otherwise specific approval is obtained to

fabricate at site.

a) 300 mm wide x 50 mm depth RM 1231.7985

b) 150 mm wide x 50mm depth RM 849.3855

c) 100 mm wide x 50mm depth RM 713.735

d) 50 mm wide x 50mm depth RM 560.766

3.4.2 Supply, installation of factory fabricated Ladder type hot dip (welded)

galvanized cable trays (Minimum Thickness shall be 85 microns) from

mm thick sheet steel continuously connected including inward, outward,

horizontal & vertical bends, reducers, tees, flexible earth connector and

other accessories. All the cable tray accessories shall be factory pre-

fabricated, until otherwise specific approval is obtained to fabricate at

site. Runner size shall be 75mm x 20mm x 2.5 mm and Rung size 30mm x

20mm x 2.5mm with centre to centre distance of 250mm, as required.

a) 600 mm wide X 75 mm height RM 1428.154

b) 300 mm wide X 75 mm height RM 1112.07

3.4.3 Supply & erection of support brackets made out of Hot dip galvanised

factory fabricated cantilever support /channels in conformance to IEC

61537 to the required size and shape.

GMRC October 2026 Page 93 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

a) Supply and installation as required for Factory Fabricated Hot dip Kgs 143.4405

galvanized (65 micron thick) cantilever bracket support / fabricated

member for fixing to wall/ ceiling/beam and for use with cable tray

systems or cable ladder system in terms of IEC 61537 or Pendent with

Mid support Bracket with high level of workmanship and design

approprietly sized as required in terms of the IEC 61537 for uniform

distibution and design appropiately sized as required in terms of the IEC

61537 for uniform distribution of Load.

Note: Trays shall be supported adequately using galvanized structural

members. This support should be capable of withstanding the weight of

the equivalent weight of 3m length of cables laid over it. Rigid ISA /

ISMC / ISMB / flats/ Vertical Rods support shall be provided at every 1m

length and also at diversions, crossings, bends and multi layered

locations.At turns the support has to be double and at both ends of the

3.5 Supply and fixing of Raceway junction box made out of 2.0mm thick

sheet steel with hot dip galvanizing finishing including polished 3/5mm

Thick SS 304 top cover, fixed with SS Counter Sunk screw of sufficient

a) 250 x 250 x 75 deep box with polished 5mm SS sheet top cover No. 1354.8045

b) 150 x 150 x 75 deep box with polished 3mm SS sheet top cover No. 887.908

c) 100 x 100 x 75 deep box with polished 3mm SS sheet top cover No. 640.034

3.6 Supply and laying of raceway made of 2mm thick GI sheet with top cover

race way trunking of different size along with (covered in the followed

item) as required. Note: The rate is inclusive of all fixing arrangement,

steel parts, welding work etc. as required Contractor shall get the

drawing / design of raceway approved from the Engineer before bulk

GMRC October 2026 Page 94 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

a) 200 x 50 x 2mm thick RM 1474.533

b) 150 x 50 x 2mm thick RM 1216.437

c) 100 x 50 x 2mm thick RM 958.341

TOTAL OF MV CABLE, CABLE TRAYS and RACEWAYS

4 WIRING SYSTEM

4.1 Supply & laying of conduit and wiring for the following light / Ceiling

Fan/ Signage with 3 x 2.5 sq. mm, 1100 Volt grade PVC insulated FRLSH

copper condutor wires in heavy gauge 25mm dia GI conduit (16 SWG)

surface run with GI saddles, or concealed or in GI raceway including

chases and complete with GI junction boxes, pull boxes, inspection

boxes,bends & other accessories etc. including insulated Protective Earth

(PE) Conductor and earthing of switch boxes excluding the cost of

switches/sockets and switch boxes.as specified and as under:

First point controlled by one Swichboard (6A switch)/10A MCB No. 9226.495

4.2 Secondary or looping points wiring as specified in 4.1 above using 3x2.5 No. 5490.772

copper (P+N+PE) wires in 25 dia GI conduit (16 SWG) for lights, fans,

socket outletsincluding providing terminal block, ceiling rose & other

accessories etc as required (exlcuding the cost of switches, sockets &

switch boxes) as per specifications and drawings as required

4.3 Supply & laying of wiring for the following light point with 3 core x

sq. mm, 1100 Volt grade PVC insulated FRLSH copper condutor flexible

cabe in existing raceway or existing heavy gauge GI conduit (16 SWG)

surface run with GI saddles, or concealed or in GI raceway including

chases and complete with GI junction boxes, pull boxes, inspection

boxes,bends & other accessories etc. including insulated Protective Earth

(PE) Conductor and earthing excluding the cost of MCB as specified and

GMRC October 2026 Page 95 of

GMRC/CONS/STNS+VDCT-1/2026 BOQ

One point controlled by 10A MCB. No. 4138.276

4.4 Secondary or looping points wiring as specified in 4.3 above using 3 core No. 1785.9145

x 2.5 sq. mm insulated copper (P+N+PE) flexible cable in existing GI

raceway for lights on Platform outlets including providing terminal block,

ceiling rose & other accessories etc as required (exlcuding the cost of

switches, sockets & switch boxes) as per specifications and drawings as

4.5 Supply & laying of conduit and wiring for the following 16A / 32A socket

outlet point with 3 x 6 sq. mm, 1100 Volt grade PVC insulated FRLSH

copper condutor wires in heavy gauge GI conduit (16 SWG) surface run

with GI saddles.

a) One no. 16A /32A socket outlet point controlled by one 16A switch / No. 12710.886

4.6 Secondary or looping 16A socket outlet points wiring as specified in 4.5 No. 4775.194

above using 3 x 4 sq. mm copper (P+N+PE) wires in 25 dia GI conduit (16

SWG) for socket outletsincluding providing terminal block, ceiling rose &