Construction of 8.68 km Elevated Viaduct from Naranpura to Nehrunagar, including 5 Nos. Elevated Stations of 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 October 2026 Page 1 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 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 custom duties but including all other Taxes and cess, octroi

5. 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.

GMRC October 2026 Page 2 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

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.

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.

GMRC October 2026 Page 3 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

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,

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.

GMRC October 2026 Page 4 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

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.

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 October 2026 Page 5 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Name of Work: Construction of 4.84 km Elevated Viaduct from Veer Sawarkar Sports Complex to Arihant Nagar, including 5 Nos. Elevated Stations of

Ahmedabad Metro Rail Project

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

Total Amount (INR)

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

9 Schedule-B8 Structural Steel for Open Web Girder

10 Schedule-C1 Road works Item under R&B SOR 2023-24

GMRC October 2026 Page 6 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Name of Work: Construction of 4.84 km Elevated Viaduct from Veer Sawarkar Sports Complex to Arihant Nagar, including 5 Nos. Elevated Stations of

Ahmedabad Metro Rail Project

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

Total Amount (INR)

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

11 Schedule-C2 & C1 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)

12 Schedule -D1 Electrical System Works

Fire Alarm System & Fire Fighting System

13 Schedule -D2

14 Schedule -D3 Air Conditioning & Ventilation System Works

15 Schedule -D4 Building Management System Works

Comprehensive Annual Maintenance for

16 Schedule -D5 Years for completed Electrical and

Mechanical system works.

GMRC October 2026 Page 7 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Name of Work: Construction of 4.84 km Elevated Viaduct from Veer Sawarkar Sports Complex to Arihant Nagar, including 5 Nos. Elevated Stations of

Ahmedabad Metro Rail Project

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

Total Amount (INR)

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

Provisional Sum for Electrical System, Fire

Alarm System & Fire Fighting System, Air

17 Schedule -D6 Conditioning and Ventilation System,

Building Management System and

Miscellaneous Works.

Total of Schedule A, B1, B2, B3, B4, B5, B6, B7, B8, C1, C2,

D1, D2, D3, D4, D5 and D6

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

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 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

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

contractor shall provide the following:

Surveying for verifying alignment, marking pier location, vertical &

1 horizontal clearances and establishing triangulation points and KM 83,648.50 8.70

bench marks for the elevated corridor including corrections, if any.

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 basis.

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

of work along with the final bill.

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

of all control points and submission of drawings.

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

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

Payment @ 5% of total cost of the item on satisfactory completion

of work along with the final bill.

GMRC October 2026 Page 9 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

Providing temporary barricade in good condition (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 10 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

(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.

GMRC October 2026 Page 11 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

(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-charge.

For barricading payment shall be made at 70% on erection of

30% on removal of barricade as per the instructions of Engineer in-

Submit colour photographs (Ground/Aerial) of the works as 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

3 Per month 1,989.00 32.00

copy with three copies of prints (hard copy in Glossy paper) of each

photograph of size not less than 225 x 175 mm each. (40 to 50 nos

GMRC October 2026 Page 12 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

Supply of Gorund/Aerial video and DVDs/pendrive of 180 minutes

duration comprising one master copy and one extra copy as per

4 Per month 9,945.00 32.00

technical specifications showing the progress of works as directed by

Engineer-in-charge.

Providing furnished office accommodation at site for the use of 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 the contract.

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.

Cutting, transporting of trees including primary root, stacking and

6 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

GMRC October 2026 Page 13 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

(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

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

7 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

(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 20.00

(v) Girth more than 1.25m but upto 2.4m Nos. 19,492.20 20.00

(vi) Girth More than 2.4m Nos. 24,265.80 20.00

GMRC October 2026 Page 14 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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.

Extra over item no A.7 (above) for lead more than 1.5 km and upto

km for all girth for transportation (per km)

Carryout Geo-technical investigation work (as and where 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

8 and determination of soil parameters like density, shear and RM 1,989.00 1,950.00

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

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. - -

Providing & fixing of retro-reflective traffic sign boards using high

intensity Retro Reflective Sheeting (encapsulated lens type) as

GMRC October 2026 Page 15 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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 the size.

Providing and fixing and maintaining the road

9(b) infrastructure/furniture during executions, refixing as where - -

Road delineator - Supply of Rectangular Metal Delineator (Black

colour Rectangular Delineator with high intensity Reflective

(i) Sheet)Height: 1200 mm approx..Size: 100 x 40 mm rectangular Nos 1,259.70 210.00

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

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

Portable Signage - Supporting of Retro-Reflective Sign Board of 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

Reflective lights - Hazards warning Blinkers both sides

(Rechargeable with 2 Nos. sealed maintenance free batteries)

(iv) Traffic Cones Nos 1,127.10 300.00

GMRC October 2026 Page 16 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

Square Base cone with heavy base of size 390 mm x 390 mm Height:

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 site.

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 2,880.00

Supervisor-(minimum 2) shift 981.24 5,760.00

9(c ) Traffic Guards-(maximum 50 man days per day) shift 928.20 40,320.00

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 guideline.

GMRC October 2026 Page 17 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

Construction of rainwater harvesting well consisting of 4.5m 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

10 concrete 1:4:8, 150 mm thick RCC top slab with steel reinforcement, Each 269,312.00 20.00

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 be paid.

GMRC October 2026 Page 18 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

shall includes following items

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

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.

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

utilities as directed by Engineer in charge. 598.00

GMRC October 2026 Page 19 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

GMRC October 2026 Page 20 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

3.2 For 1000mm dia Pile RM

3.3 For 1200mm dia Pile RM

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

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

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

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

wherever required as per approved construction drawings and directions of 104,401.90

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

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

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.

GMRC October 2026 Page 21 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

(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.

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

all arrangements for measuring deflections and submitting reports. This includes

7 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 load.

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

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

GMRC October 2026 Page 22 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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.

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

9 /1800mm dia and as per specifications and submitting reports. (Payment shall be Nos.

made for number of pile tested)

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

10 diameter piles as per the provision of ASTM standard D6760, as per drawings & Nos.

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

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

PCC below pile cap, open foundation slabs and ramp foundations extending 75mm

11 all around beyond pile cap, open foundation slabs and ramp foundations. Rate shall cum

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

required workability as per approval of Engineer.

GMRC October 2026 Page 23 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

approval of Engineer.

GMRC October 2026 Page 24 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

12 includes loading, unloading and disposal of surplus excavated material along with pile cum

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 3 % 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

GMRC October 2026 Page 25 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

(iii) 3% on restoration work

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

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

Providing M 35 grade, reinforced cement 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, 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 6,948.92

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

% of the amount shall be released after completing road restoration works. Rate

GMRC October 2026 Page 26 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B1 – FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

includes restoration of road work over the excavation zone. (Minimum cement

content shall be 380 kg/cum of concrete)

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

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

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

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

addition/deduction shall be paid under this items.

GMRC October 2026 Page 27 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing and laying M-40 grade cement concret (as per technical

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.

GMRC October 2026 Page 28 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing and laying M-55 grade reinforced cement concrete (as per

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

cantilever pier, Column from concourse slab to platform level) 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 of concrete.

GMRC October 2026 Page 29 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

Extra over item no 2 (above) for providing M60 grade reinforced cement

2(a) concrete instead of M55 grade concrete. Minimum cement content shall be cum 18,598.00

450kg/cum of concrete.

Deduction for Providing M40/20 concrete instead of M55/20 concrete in

2(b) above Concrete items. Minimum cement content shall be 390 kg/cum of Cum -241.00 550.00 -

GMRC October 2026 Page 30 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing and laying M 40 grade reinforced cement concrete (as per

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

3 shuttering & steel props. Form work to be designed in a such way that traffic cum 3,756.00

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.

GMRC October 2026 Page 31 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M 55 grade reinforced cement concrete for Reinforced concrete (as

per specification) for Normal pier cap/Cantilever pier cap/portal beam

(integral to pier) etc. 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,

4 machinery and all related operations etc.for all heights using steel material for cum 15,128.00

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. Minimum

cement content shall be 440kg/cum of concrete.

Extra over item no 4 (above) for providing M60 grade reinforced cement

4.b concrete instead of M55 grade concrete. cum 15,128.00

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

Providing M 55 grade reinforced cement concrete (as per technical

specification) for Pedestals and Shear Key/Seismic Stopper including

centering, steel shuttering, scaffolding and all related operations as required

5 to complete the work as specified in drawings. Reinforcement shall be paid cum 1,365.00

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.

GMRC October 2026 Page 32 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M50 grade reinforced cement concrete (as per technical

specification) 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

6 drawings. Rate includes provision of formwork of steel/concrete for casting cum 2,323.16

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.

Providing M45 grade reinforced cement concrete (as per technical

specification) 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

7 to complete the work as specified in drawings. Rate includes provision of cum 3,311.00

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.

GMRC October 2026 Page 33 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

8 (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

M40 grade reinforced cement concrete (Minimum cement content shall be

390 kg/cum of concrete)

M50 grade reinforced cement concrete (Minimum cement content shall be

430 kg/cum of concrete)

M55 grade reinforced cement concrete (Minimum cement content shall be

440 kg/cum of concrete)

For all RCC items of schedule B2, minimum cement content has been specified.

9 For any extra /less cement above or below the minimum specified cement Kg 130,000.00

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

GMRC October 2026 Page 34 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing, fabricating, supplying, transporting, placing and fixing galvanized

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.

GMRC October 2026 Page 35 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate 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 Box -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 Box 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.

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

Recovery against payment of establishment of casting yard @ 10000000 in

running bills. -

GMRC October 2026 Page 36 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M55 grade reinforced cement concrete (as per technical

specification) Precast Prestressed Pier Cap/Precast portal beam including

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 13,160.85

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.

Transporting precast Standard Pier Caps/Precast portal beam from the casting

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

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.

GMRC October 2026 Page 37 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing and laying M55 grade cement concrete using OPC grade 53 cement

for Concreting and curing precast segments Box Girder of all spans (straight or

curved) of viaduct in the casting yard including provision of shear connector for

secondary pour concrete for rail plinths and parapet, (reinforcement steel shall

be measured separately, as per respective item), bolt holes for fixation of

Blisters for temporary Pre‐Stressing, provision for future external Pre‐Stressing

arrangement, lifting the segments from the mould and shifting the same to the

stacking yard. (Note: the cost shall be inclusive of the cost proportionate

treatment for each cubic meter of concrete for having provided all

infrastructure in the casting yard, gantry cranes, moulds, form vibrators, casting

beds, mobile cranes, stores, concrete batching plant, cut‐outs, shear keys,

bulkheads, end block in situ concrete after stressing etc. where specified, all

4 curing arrangements as required all handling etc. complete). Reinforcement Cum

steel shall be paid separately under relevant BOQ item. Payment for

Prestressing system (includes strands, anchorages, sheathing, vent pipe, etc.)

will be measured under separate BOQ item. Rate shall include the cost of

required dosage of admixture in concrete for obtaining required workability as

per specification and approval of Engineer‐in‐charge.

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

(i) Each segment shall be cast in single pour.

(ii) The removal of inside shutters must be carried out using semi‐automatic

hydraulic equipment.

(iii) At the end of the work all the infrastructure facilities provided in casting

yard may be taken back by the Contractor.

GMRC October 2026 Page 38 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Extra for Providing M60/20 instead of M55/20 covered under Item no: 5 above.

Minimum cement content shall be 450 kg/cum of concrete. 649.00

Loading, Transporting precast Box-girder segments from the casting yard to

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

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

5 etc for viaduct into completed structures conforming to required lines, grades MT

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

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

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

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 11,584.00

dosage of admixture in concrete for obtaining required workability as per

approval of Engineer.

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

GMRC October 2026 Page 39 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

beams concrete (cement as per technical specification) of all types I-Beam, Pie

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

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

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.

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

Beams, any other precast beams etc. into completed structures conforming 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 1,937.00

manufacturer and as directed by the Engineer, grades and dimensions complete

as per drawings and specifications.

Providing M55 grade reinforced cement concrete (as per technical

specification) for casting and curing of Precast PSC I-Girder (Post 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 /

9 systems and reinforcement shall be paid separately. Rate includes cost of cum

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 440 kg/cum of concrete.

GMRC October 2026 Page 40 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

erection in position including the cost of all 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. 1,052.49

Shifting within the site/yard is the responsibility of contracor and shall not be

paid separately.

Providing M50 grade reinfoced cement concrete (as per technical

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

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, 12,258.01

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.

Transporting precast Slab panel / Staircases from the casting yard to work site,

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

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

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

drawings and specifications. The weight shall be calculated assuming

GMRC October 2026 Page 41 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

responsibility of the contractor and shall not be paid separately

Providing M60 grade reinforced cement concrete (as per technical

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

13 to stacking yard. Prestressing strands / cables / systems and reinforcement shall cum

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 450 kg/cum of concrete.

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

site, erection in position including the cost of all temporary supprots, erection

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

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.

GMRC October 2026 Page 42 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M55 grade reinforced cement concrete (as per technical

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

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 12,598.21

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.

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

to work site, erection in position including the cost of all temporary

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

on bearings and fixing on pier. The weight shall be calculated assuming concrete 1,286.38

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

contracor and shall not be paid separately.

GMRC October 2026 Page 43 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M40 grade reinforced cement concrete (as per techinical

specification) for concreting and curing of precast parapet over box girder/Deck

slab on both side of viaduct, including transition span as per the drawing in

all precast box girder/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, 11,118.46

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).

Transportation, erection and installation of precast parapets over already

erected superstructure (Box Girder/I-girder/steel girder portion) conforming to

required lines, grades and dimension complete as per drawings and

18 specifications including cast in situ stitch concrete of same grade including cast MT

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.

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

concrete after casting), epoxy based sealing compound at edges of strand and

19 epoxy putty to avoid slurry ingress during concreting. The quantity given is the RM

net length of tubes without extra tube length required during construction.

Rate includes filling HDPE tubes with grease as specified in ASTM.

GMRC October 2026 Page 44 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

For all RCC items of schedule B3, minimum cement content has been specified.

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

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

Load test of PSC I-Girders, Pi-Girders, T-Girders , L-Girders etc spans of any

length including making all arrangement and conducting satisfactory Load

Testing of girder (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 2,87,681.63

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.

Load Test of Box-girder spans of any length including making all arrangement

and conducting satisfactory Load Testing of Box-girder, 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 2,87,681.63

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

GMRC October 2026 Page 45 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

method statement and third party certification of the test.

Load Test of Precast Slab Panel / Staircases including making all arrangement

and conducting satisfactory Load Testing of Precast slab panel, 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 and submitting a report. The details of

placement, position, increment of load on the girder and installation of 2,87,681.63

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.

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

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

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 2,81,834.44

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.

GMRC October 2026 Page 46 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

Providing TMT reinforcement steel of Fe-550D Grade 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

1 current protection effects as per system approved by Engineer-in- MT

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)

GMRC October 2026 Page 47 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

(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 cost.

(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 quantities.

GMRC October 2026 Page 48 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

Supplying and threading uncoated stress-relieved low relaxation steel

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

pretensioned U-girder/slab panels/T-girder/L-girder/pie 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-

2 bonding arrangements (de-bonding tubes etc), required anchorages MT

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.

GMRC October 2026 Page 49 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

For Box girder/U-girder/I-girder/Pier-cap/Cross-Arm/Portal beam/T-

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,

3 7K13 with couplers & vent pipes, spacers, anchorages, stressing using MT

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

GMRC October 2026 Page 50 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026

Schedule B5- STRUCTURAL STEEL BOQ

Item Description Unit Rate Quantity Amount (Rs.)

GMRC October 2026 Page 51 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

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

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

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

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

drawing will only be considered.

GMRC October 2026 Page 52 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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 and approval.

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

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.

GMRC October 2026 Page 53 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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

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.

Providing, fabricating and erecting structural steel inserts for cable tray, inserts for

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)

3 Note: All structural steel shall be Hot Dip galvanized conforming to IS-802 (Part II ), MT 1,11,168.75 330.00

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.

GMRC October 2026 Page 54 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

Providing, fabricating and Erection of structural steel Foot Over Bridge (FOB) as per

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.

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%

GMRC October 2026 Page 55 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B6 - BEARINGS

Item Description Unit Rate Quantity Amount (Rs.)

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 3,92,48,000.00

For elastomeric bearing on sides of shear key stopper. It includes vertical

bearing with Teflon for slider arrangement in Guided end of span.

Supply, fabrication, and installation of MS Wedge Plates including

cutting, welding, drilling, grinding and surface treatment as per

approved drawings and specifications.and Fixing of MS Wedge Plate

over Elastomeric Bearing for U-Girder.

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 = 1750 kN ) Nos 48,625.41 2.00

GMRC October 2026 Page 56 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B6 - BEARINGS

Item Description Unit Rate Quantity Amount (Rs.)

ii) Fixed POT Bearing (Un-facored DesignVertical load = 1750 kN

and Un-facored Design Horizontal load =600 kN) 40,275.43

iii) Longitudinal Guide POT Bearing (Un-facored Design Vertical load

= 1750 kN and Un-facored Design Horizontal load =600 kN) 42,362.88

iv) Transverse Guide POT Bearing (Un-facored Design Vertical load

= 1750 kN and Un-facored Design Horizontal load =600 kN) 41,316.23

Note: Price holds good for forces and movements varying by ± 25% for

those indicated.

4 Spherical bearings

Providing, fitting and fixing in position true in line and level Spherical

bearings , complete in all respect with all components incl grouting with

non-shrink cementitious grout as per drawing and technical Nos.

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. 87,490.68 2.00

(iii) Total Number of Slide Guide Longitudinal Bearing Max Vertical load =

5600 kN and Horizontal load =1670 kN

(iv) Total Number of Slide Guide Transeverse Bearing Max Vertical load =

5600 kN and Horizontal load =1670 kN

GMRC October 2026 Page 57 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

1 Drainage Work

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

(i) 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

g/sqm steel) for 150mm Dia pipe

2 Expansion Joints -

Omega seal joint / Compression seal Expansion Joint

Providing and installing Omega seal joint / Compression

seal Expansion Joint conforming to specification incl.

(i) provision of edge beams at end edges of both adjoining RM 4,677.75 2,475.00

precast diaphragm segments, cast in situ units and all

related operations as required to complete the work as

specified in specifications.

GMRC October 2026 Page 58 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Strip Seal Joint – Providing and installing Single strip seal

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.

Supply and fixing of 3mt x 0.855mm and 2.0mm thick FRP

sheets to cover the gap between the U-girders as per

3 approved drawings and direction of Engineer-in-charge. This RM 2,133.86 216.00

rate includes Material, Labour and required machinery.

Making of Cutouts (Core Cutting) in pre constructed RCC /

CC for all grades / Block / Brick works for services required.

4.1 50 mm dia upto 250rnm long Nos 3,645.00 20.00

4.2 100 mm dia upto 250rnm long Nos 4,253.00 20.00

4.3 250 mm dia upto 250rnm long Nos 4,678.00 20.00

4.4 150 mm dia upto 250rnm long Nos 5,164.00 20.00

4.5 200 mm dia upto 250rnm long Nos 5,468.00 20.00

GMRC October 2026 Page 59 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

5 Rebaring as per below per below details

5.1 10mm dia. Rebar Fixing in 12mm dia. with hole depth of 6" Nos 224.26 300.00

5.2 12mm dia. Rebar Fixing in 14mm dia. with hole depth of 6" Nos 579.00 300.00

5.3 16mm dia. Rebar Fixing in 20mm dia. with hole depth of 6" Nos 914.37 300.00

5.4 20mm dia. Rebar Fixing in 25mm dia. with hole depth of 6" Nos 1,058.75 300.00

5.5 25mm dia. Rebar Fixing in 30mm dia. with hole depth of 6" Nos 1,469.00 300.00

5.6 32mm dia. Rebar Fixing in 38mm dia. with hole depth of 6" Nos 1,653.00 300.00

Providing and fixing of cable support GI bracket (Hot Dip

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)

GMRC October 2026 Page 60 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Providing, fabricating, supplying, and fixing lifting hook

arrangement in ASS (Auxiliary Sub-Station) / TSS (Traction Sub-

Station) room for lifting and maintenance of equipment such as

7 transformers, panels, or other heavy electrical equipment, Nos 3,378.66 5.00

including hook, anchoring system, fixing arrangement, and all

associated works, complete as per approved drawings and

instructions of the Engineer.

Providing and applying two-component polysulphide 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.

Providing, casting, supplying, transporting and erecting 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

GMRC October 2026 Page 61 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Providing, Installing and fixing in position holding down 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

10 used as fixtures/supports/hangers etc. for system/roofing MT 1,52,741.00 5.00

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

Providing & laying Autoclaved Aerated Cement Blocks

masonry with 100mm/150mm/200mm/300mm thick AAC

blocks in all levels with RCC band at sill level and lintel level

11.1 with approved block laying polymer modified adhesive Cum 7416.00 3,250.00

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

(The payment of RCC band and reinforcement shall be made

for seperately).

Providing and laying Damp-proof course 40 mm thick with

11.2 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded Sqm 366.00 120.00

stone aggregate 12.5 mm nominal size).

GMRC October 2026 Page 62 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Reinforced cement concrete work in beams, suspended

floors, roofs having slope up to 15° landings, balconies,

shelves, chajjas, lintels, bands, plain window sills, staircases

11.3 and spiral stair cases up to floor five level excluding the cost Cum 10238.00 350.00

of centering, shuttering, finishing and reinforcement with

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

mm nominal size).

Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

Lintels, beams, plinth beams, girders, bressumers and

Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundation and plinth in:

11.5.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6347.00 50.00

Brick work with common burnt clay F.P.S. (non modular)

11.6 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 50.00

GMRC October 2026 Page 63 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

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 50.00

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 50.00

Extra for providing and placing in position 2 Nos 6mm dia.

M.S. bars at every third course of half brick masonry

Providing and laying in position cement concrete of

11.10 specified grade excluding the cost of centering and shuttering -

- All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

11.10.1 natural sources: 4 graded stone aggregate 20 mm nominal cum 7011.00 50.00

size derived from natural sources)

GMRC October 2026 Page 64 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

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

11.11 proportions as per IS: 9103 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

11.11.1 All works above plinth and upto floor V level -

Concrete of M10 grade with minimum cement content of

Concrete of M15 grade with minimum cement content of

GMRC October 2026 Page 65 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Providing and fixing up to floor five level precast cement

concrete solid block, including hoisting and setting in

position with cement mortar 1:3 (1 cement : 3 coarse sand),

cost of required centering, shuttering complete :

1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from

11.12.1 natural sources : 3 graded stone aggregate 20 mm nominal cum 15919.00 200.00

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 30,000.00

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 13,125.00

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 2,500.00

GMRC October 2026 Page 66 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Providing & fixing G.I. Hexagonal chicken wire mesh of size

12mm x 20 gauge conforming to IS : 3150 at the junction of

dissimilar surfaces of brick / block masonry wall and RCC

13 column / beams and the like including necessary "U" nails / Sqm 31.50 8,000.00

screws with cleats for fixing, overlapping etc. complete all as

per specification and as directed by the Engineer for all

height and all locations.

Supply, providing, fabrication, erection and Fixing in position

Galvanized Steel parapet with 3mm thick polycarbonate

sheet and height upto 1.5m as per the approved drawings

and as per direction of Engineer in charge. Rate includes all Rmt 7983.00 150.00

lead and lifts, tools tackles, material, labour etc

GMRC October 2026 Page 67 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

Anti Carbonation paint:Providing and applying primer + two

coats of 100% acrylic breathable, anti-carbonation, heat

insulating,decorative external paint. Before giving this

treatment the entire surface shall be thoroughly cleaned to

remove dust,dirt,oil etc. The cracks, if any shall be filled with

acrylic polymeric non shrink auto suction crack filler putty

anti carbonation waterproof, heat insulating, decorative

external paint as per manufacturer's specifications, Acrylic

paint shall be spray/brush/roller applied and shall conform

to the following properties:1-Carbon dioxide diffusion

eqivalent air layer thickness(DIN EN 1062-6)>100m.2-

Carbon dioxide diffusion resistance co-efficient (DIN EN

1062-6)>105.3-Chloride ion diffusion(ASTM C 1202)=zero

panetration.4-Adhesion (ASTM D 4541_>2 N/mm2.5-Solar

Reflectance Index (ASTM E 1980-11, EN 673:2011, EN

GMRC October 2026 Page 68 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Rate Quantity Amount

1 Supply and Fabrication of steel through type TRUSS spans as per the approved MT 1,81,543.22 745.00

drawings of superstructure of the Bridge over Railway lines with contractor's own

structural steel plates (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 at his cost.

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

GMRC October 2026 Page 69 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Rate Quantity Amount

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.

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.

GMRC October 2026 Page 70 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Rate Quantity Amount

Payment Terms shall be as follow:

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

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

inspection and approval.

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

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

and fixing permanent fastner.

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

Payment for 1) and 2) shall be paid against indemnity bond.

Experienced/designated sub-contractor to be engage for fabrication and erection

of steel truss superstructure who has erected similar type of 45m span steel truss.

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

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

launching of fabricated part or complete truss 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.

GMRC October 2026 Page 71 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Schedule C - Provisional Sum

Item Description Unit Rate Quantity Amount (Rs.)

Schedule C1 Road works Item under R&B SOR 2023-24 LS 5,00,00,000.00 1

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

Schedule C2 LS 13,00,00,000.00 1

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

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

GMRC October 2026 Page 72 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

Section wise summary of Bill of quantities

Section Description of Section Amount

2 MV DISTRIBUTION BOARD

3 MV CABLE, CABLE TRAYS and RACEWAYS

4 WIRING SYSTEM

5 LIGHTING SYSTEM

6 EARTHING SYSTEM

7 LIGHTNING PROTECTION SYSTEM

8 UNINTERRUPTED POWER SUPPLY SYSTEM

10 CORE CUTTING

11 ADDITION/DELETION/MISCELLANEOUS ITEMS

TOTAL AMOUNT OF SCHEDULE D1:

TOTAL AMOUNT OF SCHEDULE D1:

ELECTRCAL SYSTEM WORKS

GMRC October 2026 Page 73 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

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

GMRC October 2026 Page 74 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

confirm to IP-54. Galvanized hardwares

with Zinc passivation shall be used.

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

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

GMRC October 2026 Page 75 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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

j The makes of components and

accessories shall be unique for all the

panels under this contract in order to

have uniformity and standardization.

GMRC October 2026 Page 76 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

k All MCCBs shall be current limiting

type microprocessor based releases

having continuously adjustable current

setting in the range of 0.4 to 1.0 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.

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

GMRC October 2026 Page 77 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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 485 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

GMRC October 2026 Page 78 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

n MCBs shall conform to IEC898/IS

(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 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.

GMRC October 2026 Page 79 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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

GMRC October 2026 Page 80 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

w The Digital Multifunction meter shall

have inbuilt bar graph for showing the

percentage loading in each phase and

inbuilt LED display to show all the

power parameters like A, V, W, VAR,

VA, Wh, Vah, VARh & Hz. with BMS

x All motorized MCCBs /ASTS MCCBs

to be provided with 230V, 50Hz control

supply as required including conversion

needed if any from UPS DB.

GMRC October 2026 Page 81 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

y The schematic drawings are to be read

in conjunction with BOQ & Technical

specifications.

z The load demand, cable size and route

length are indicative only and contractor

shall evaluate the adequacy of the switch

gear and voltage drop norms.

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,

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

ac All panel shall have IP 54 protection for

indoor application and IP 65 for outdoor

ad Class-B SPDs shall be provided in all

panels and Distribution Boards to meet

GMRC October 2026 Page 82 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

all functional requirement as per IEC

61643-12 or latest.

1.1 MAIN DISTRIBUTION BOARD

A Transformer - I Incoming

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

GMRC October 2026 Page 83 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

Modbus for SCADA/BMS connectivity

(RS485) 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 with necessary Circuit

MCBs and suitable size summating CTs

for metering supporting SCADA/BMS

ii) 1 No. 0-1000A Digital Ammeter with

selector switch and Required set of CTs,

MCBs and Accessories

GMRC October 2026 Page 84 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

GMRC October 2026 Page 85 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

xii) 1 set of IDMT Over Current Relay (51)

xiii) 1 set of Earth Fault protection relay

xiv) 1 set of Ground fault protection relay

xv) 1 set of reverse power protection and

phase sequence protection

xvi) Auxiliary contacts required for necessary

interlocking of Transformers, HT & LT

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 &

B Transformer - II Incoming

GMRC October 2026 Page 86 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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-

GMRC October 2026 Page 87 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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

GMRC October 2026 Page 88 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

xii) 1 set of IDMT Over Current Relay (51)

xiii) 1 set of Earth Fault protection relay

xiv) 1 set of Ground fault protection relay

xv) 1 set of reverse power protection and

phase sequence protection

xvi) Auxiliary contacts required for necessary

interlocking of Transformers, HT & LT

xvii) Class-B SPDs shall be provided in panel

as per IEC 61643-12 or latest.

GMRC October 2026 Page 89 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

xviii) Contractor shall provide earmarked

potential free terminals for SCADA

signals as per specification &

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.

GMRC October 2026 Page 90 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

iii) Contractor shall provide an earmarked

potential free terminals for SCADA

signals as per specification &

iv) Two incomers shall be interlocked

electrically & mechanically, so as only

any 02 out of 03 ACBs can be closed at

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.

GMRC October 2026 Page 91 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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 Switch.

GMRC October 2026 Page 92 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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

GMRC October 2026 Page 93 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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 No. 46,88,654.00

1.2 Emergency Main Distribution Board

A Incomer (Normal supply)

GMRC October 2026 Page 94 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

a) Incoming from B1 with 400A, 415V , Ics

= 35kA, FP, Motorised MCCB complete

with variable overcurrent ans short

circuit releases for Normal supply.

b) Incoming from B2 with 400A, 415V , Ics

= 35kA, FP, Motorised MCCB complete

with variable overcurrent ans short

circuit releases for Normal supply.

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 Normal supply.

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

GMRC October 2026 Page 95 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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 lamps.

c) 12 no. 63 A, 415V, Ics=25 kA, TPN

MCCB with fixed neutral and and

variable overcurrent, short circuit and

GMRC October 2026 Page 96 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

earth fault releases with 1 set each of

MCB controlled Breaker ON/OFF/TRIP

and phase indicating lamps.

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

GMRC October 2026 Page 97 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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

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

GMRC October 2026 Page 98 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

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 &

SITC of Emergency Main No. 27,42,942.60

Distribution Board (EMDB)

1.3 Design, Supply, installation, testing

commissioning of Main Lighting &

GMRC October 2026 Page 99 of

Tender No.: GMRC/CONS/STNS+VDCT-5/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

Power panel (MLPP) complete as per

specifications & Drawing with

Main Lighting & Power panel

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

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

GMRC October 2026 Page 100 of