Construction of 11.04 km Elevated Viaduct from Vishal Nagar West to Bapunagar North, including 10 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

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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.

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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.

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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.

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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.

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Name of Work: Construction of 11.04 km elevated viaduct from Vishal Nagar West to Bapunagar North, including 10 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

GMRC October 2026 Page 6 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Name of Work: Construction of 11.04 km elevated viaduct from Vishal Nagar West to Bapunagar North, including 10 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

9 Schedule -B8 Structural steel for Open Web Girder

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

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

GMRC October 2026 Page 7 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Name of Work: Construction of 11.04 km elevated viaduct from Vishal Nagar West to Bapunagar North, including 10 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

15 Schedule -D4 Building Management System Works

Comprehensive Annual Maintenance for

16 Schedule -D5 Years for completed Electrical and

Mechanical system works.

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-4/2026

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 11.50

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-4/2026

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

2 during night as per requirement and as per the instruction of the RM 4,975.10 -

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-4/2026

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

(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.

GMRC October 2026 Page 11 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

3 Per month 1,989.00 32.00

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

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

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

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

5 yard with minimum two watchman and two office boy in each Per month 4,55,000.00 32.00

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.

GMRC October 2026 Page 12 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

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

shown in the "Employers requirement".

2) This furnished accommodation shall be provided by the

Tenderer during the contract period and also extended period of - - -

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

the actual expenditure incurred for operating this item. No extra

payment will be allowed.

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

(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

GMRC October 2026 Page 13 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

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

for successfully completing the work. The work includes

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

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

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

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

above operations shall be executed as per specification.

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

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

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

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

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

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

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.

GMRC October 2026 Page 14 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

5 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

8 classification and determination of soil parameters like density, RM 1,989.00 2,000.00

shear and consolidation parameters if required, including

submission of report in three copies covering investigation data

and recommendation for SBC and the pile capacity considering the

design criteria, all as per specification.

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

three sets in hard copy as well soft copies.

9 Traffic Signals,Signage Etc. - - -

GMRC October 2026 Page 15 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

intensity Retro Reflective Sheeting (encapsulated lens type) as

recommended by IRC and MORTH on 2mm Aluminium Substrate

properly processed on front side of Aluminium substrate with

pressure sensitive Heat vacuum applicator. Logos and Borders

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

which should also have 7 years warranty. The Retro Reflective

traffic sign boards using high intensity Tape should have MS angle

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

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 Sheet)

Height: 1200 mm approx..

(i) Size: 100 x 40 mm rectangular Nos 1,259.70 230.00

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

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

GMRC October 2026 Page 16 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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 1,127.10 360.00

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

Cone Colour: Red Colour (UV stabilized)

Body Material: Low Density Poly Ethylene

Reflective Part: 1 No. White colour Engineering Grade Reflective

band of 125 mm width all around.

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

In addition, the items shall comply with the regulations and Tender

Specifications. After completion of the entire work, all the items - - -

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

for shifting all such release materials away from the site.

GMRC October 2026 Page 17 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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 46,080.00

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.

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

10 foundation concrete 1:4:8, 150 mm thick RCC top slab with steel Each 2,69,312.00 31.00

reinforcement, centering and shuttering 1 no. precast RCC EHD

manhole cover & frame, with 8 mm thick plastic encapsulated foot

rest at the rate of 300mm c/c, 400 mm thick fine sand and 600mm

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

level complete as per detail drawings, nothing extra will be paid.

GMRC October 2026 Page 18 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

GMRC October 2026 Page 19 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 given.

1 2. Temporary suppurt for utility if required. Cum 359.00 9747.50

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

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

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

sufficient compaction for required stability of piling rig during piling

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

underground utilities as directed by Engineer in charge.

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

GMRC October 2026 Page 20 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

GMRC October 2026 Page 21 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

of each pile diameter is indicative only and may vary at Detailed

3.1 For 800mm dia Pile RM 6985.86 2880.00

3.2 For 1000mm dia Pile RM 9048.91 61736.00

3.3 For 1200mm dia Pile RM 12387.06 28040.00

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

3.4 pile instead of M35 grade concrete. (Minimum cement content cum 350.83 500.00

shall be 390 kg/cum of concrete)

Providing and fixing permanent MS liner (of required thickness or

as directed by Engineer-in-charge) for 800/1000/1200/1500/1800

4 mm dia bored cast-in-situ piles wherever required as per approved MT 104401.90 120.00

construction drawings and directions of 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 centimeter.

GMRC October 2026 Page 22 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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. 608234.55 3.00

(ii) 1000 mm dia pile (Test load of 1200MT) Nos. 1023099.00 11.00

(iii) 1200 mm dia pile (Test load of 1800MT) Nos. 1410335.85 10.00

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

6 includes making of pile head ready for testing at the desired

level, supporting / reaction arrangement (include reaction piles/

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

will be paid in item B.3 )

(i) 800 mm dia pile (Test load of 38MT) Nos. 96478.59 3.00

(ii) 1000 mm dia pile (Test load of 50MT) Nos. 96478.59 11.00

(iii) 1200 mm dia pile (Test load of 63MT) Nos. 96478.59 10.00

GMRC October 2026 Page 23 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

Carrying out static routine vertical load tests as per relevant

IS Codes including all arrangements for measuring deflections

and submitting reports. This includes making of pile head ready for

7 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

(i) 800 mm dia pile (Test load of 375MT) Nos. 486589.95 1.00

(ii) 1000 mm dia pile (Test load of 675MT) Nos. 730860.90 16.00

(iii) 1200 mm dia pile (Test load of 975MT) Nos. 843370.83 6.00

Carrying out static routine lateral load tests as per relevant IS

Codes including all arrangements for measuring deflections and

8 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. 96478.59 1.00

(ii) 1000 mm dia pile (Test load of 30MT) Nos. 96478.59 16.00

(iii) 1200 mm dia pile (Test load of 38MT) Nos. 96478.59 6.00

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

mm /1500mm /1800mm dia and as per specifications and

submitting reports. (Payment shall be made for number of pile

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

1.2m, 1.5m, 1.8m diameter piles as per the provision of ASTM

standard D6760, as per drawings & technical specifications.

(Payment shall be made for number of pile tested)

GMRC October 2026 Page 24 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 pile cap, open foundation

slabs and ramp foundations extending 75mm all around beyond

pile cap, open foundation slabs and ramp foundations. Rate shall

include cost of using required dosage of admixture in concrete

for obtaining required workability as per approval of Engineer.

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

11a structures. water tanks, escalator, lift pits, staircases pump house cum 4735.93 1166.40

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

of using required dosage of admixture in concrete for obtaining

required workability as per approval of Engineer.

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

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

GMRC October 2026 Page 25 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

required level. The cost includes loading, unloading and disposal of

surplus excavated material along with pile heads using covered

trucks to contractor's dumping yard, / disposal of surplus excavated

material at with all leads and lifts and as directed by the Engineer-

in-charge or anyother dumping ground as directed by Engineer

within 40 Km of the alignment. The contractor should ensure that

during transportation the carried material does not spill out.

Reinforcement shall be paid separately. Rate shall include cost of

using required dosage of admixture in concrete for obtaining

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

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

be released after disposal of excavated material including pile head

material at contractor's dumping yard and 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

(i) 94% on pile Cap casting

(ii) 3% on disposal exavted material

(iii) 3% on restoration work

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

12 (a) pile cap instead of M35 grade concrete. (Minimum cement content cum 350.83 500.00

shall be 410 kg/cum of concrete)

GMRC October 2026 Page 26 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 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

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

12.(b) water, strutting and shoring, curing etc. Minimum cement content cum 6948.92 3190.00

shall be 380kg/cum. The item also includes formwork and

backfilling in foundation with earth/quarry dust/sand including

watering, compacting with a vibratory plate compactor. The cost

includes loading, unloading and disposal of surplus excavated

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

leads and lifts and as directed by the Engineer-in-charge. The

contractor should ensure that during transportation the carried

material does not spill out. Reinforcement shall be paid separately.

Rate shall include cost of using required dosage of admixture in

concrete for obtaining required workability as per approval of

Engineer-in-charge. (6% of the amount shall be withheld. Out of

this,3 % of the amount shall be released after disposal of excavated

material including pile head material at contractor's dumping yard

GMRC October 2026 Page 27 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

and 3 % of the amount shall be released after completing road

restoration works. Rate includes restoration of road work over the

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

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

12 (c) for pile cap instead of M35 grade concrete. (Minimum cement cum 350.83 500.00

content shall be 410 kg/cum of concrete)

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

been specified. For any extra /less cement above or below the

minimum specified cement content, addition/deduction shall be

paid under this items.

GMRC October 2026 Page 28 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 29 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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

2 shuttering & steel props. Form work to be designed in a such way cum 9,227.00

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

GMRC October 2026 Page 30 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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

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

concrete placer booms

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

2(a) reinforced cement concrete instead of M55 grade concrete. cum 819.00

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

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

2(b) concrete in above Concrete items. Minimum cement content shall Cum -241.00

be 390 kg/cum of concrete.

GMRC October 2026 Page 31 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 shuttering & steel props. Form

work to be designed in a such way that traffic on road is allowed

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

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

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

Reinforcement shall be paid separately. Rate includes cost of

using required dosage of admixture in concrete for obtaining

required workability, curing compound as per specification & as

per specifications includes loading, unloading and all complete as

per approved drawings and specifications. Minimum cement

content shall be 390 kg/cum of concrete.

GMRC October 2026 Page 32 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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, machinery and all

4 related operations etc.for all heights using steel material for cum 10,264.00

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

4.b cement concrete instead of M55 grade concrete. cum 819.00

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 to complete the work as specified in

drawings. Reinforcement shall be paid separately. Rate includes

required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer in charge.

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

GMRC October 2026 Page 33 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 drawings. Rate includes provision of

formwork of steel/concrete for casting of slab. Reinforcement shall

be paid separately. Rate includes required dosage of admixture in

concrete for obtaining required workability as per approval of

Engineer-in-charge.

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

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 to complete the work as specified in

7 drawings. Rate includes provision of sacrificial formwork of cum 7,605.00

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-

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

GMRC October 2026 Page 34 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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,

8 sacrificial formwork (steel/concrete as required), and all related - -

operations as per drawings and specifications. Reinforcement shall

be paid separately. Rate includes approved admixture dosage for

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

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. For any extra /less cement above or below the

minimum specified cement content, addition/deduction shall be

paid under this items.

GMRC October 2026 Page 35 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 36 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 - 3 nos. short bed and 3 nos. long bed

B. Casting bed for I girder, pie-girder - As per requirement

C. Casting bed for Pier-Arm, L-girder, T-girder - as per requirement

D. Casting bed for pier cap - as per requirement

E. The batching plant capacity should be minimum 1 no 60 cum/hour

& 1no 30 cum/hour

The payment of this item shall be made as under

A. Developing access -10%

B. Establishing bed for Box, pier-arm, I girder, pier cap etc. and

gantries - 40%.

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

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

The amount shall be paid against the indemnity bond.

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

GMRC October 2026 Page 37 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Recovery against payment of establishment of casting yard @

1,40,00,000 in 5 running bills.

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

2 shall be paid separately. Rate includes cost of using required dosage cum 13,160.85

of admixture in concrete for obtaining required workability as per

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

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

includes centering, shuttering, scaffolding, providing cutouts

where specified, curing arrangements as required, steam curing

arrangement if deemed necessary, all handling etc. complete.

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

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 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

GMRC October 2026 Page 38 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 curing

arrangements as required all handling etc. complete).

Reinforcement 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.

GMRC October 2026 Page 39 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

casting yard may be taken back by the Contractor.

Extra for Providing M60/20 instead of M55/20 covered under Item

no: 5 above. Minimum cement content shall be 450 kg/cum of cum 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 etc for viaduct into completed

5 structures conforming to required lines, grades and dimensions MT 2,331.00

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

6 Superstructure/Portal/Station Beams including shuttering and cum 11,584.00

formwork etc. Reinforcement shall be paid separately. Rate shall

include cost of using required dosage of admixture in concrete for

obtaining required workability as per approval of Engineer.

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

GMRC October 2026 Page 40 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 Pie beams, L- beams, T- beams, I-Beam etc. complete of

M50/20 grade for superstructure/Portal/Station Beams etc.

7 including shuttering and formwork etc. Reinforcement shall be paid cum 11,705.00

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

8 PTFE/ all types of bearings etc. as per the manual of bearing MT 1,937.00

manufacturer under the supervision of bearing 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 / systems and

reinforcement shall be paid separately. Rate includes cost of lifting

hook, using required dosage of admixture in concrete for

obtaining required workability as per approval of Engineer in charge.

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

GMRC October 2026 Page 41 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

GFC drawings and nothing extra is payable.

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

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,

10 positioning on bearings and fixing on pier. The weight shall be MT 1,052.49

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

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

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, 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.

GMRC October 2026 Page 42 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Transporting precast Slab panel / Staircases 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/ steel plates etc conforming to required

lines, grades and dimensions complete as per drawings and

specifications. The weight shall be calculated assuming concrete

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

responsibility of the contractor and shall not be paid separately

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 to stacking yard.

13 Prestressing strands / cables / systems and reinforcement shall be cum 12,667.32

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 equipments, lifting cranes,

transporting etc, positioning on pier. The weight shall be calculated

GMRC October 2026 Page 43 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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 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,

16 transporting etc, positioning on bearings and fixing on pier. The MT 1,286.38

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

Shifting within the site/yard is the responsibility of contracor and

shall not be paid separately.

GMRC October 2026 Page 44 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M40 grade reinforced cement concrete (as per techinical

specification) for concreting, curing, transporting, lifting, installing

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, 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 specifications including cast in situ

stitch concrete of same grade including cast in situ stitch concrete of

same grade. The weight shall be calculated assuming concrete

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

of the contractor and shall not be paid separately

GMRC October 2026 Page 45 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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 epoxy putty to avoid slurry ingress

during concreting. The quantity given is the net length of tubes

without extra tube length required during construction. Rate

includes filling HDPE tubes with grease as specified in ASTM.

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

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

specified cement content, addition/deduction shall be paid under

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 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

GMRC October 2026 Page 46 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

placement, position, increment of load on the girder and

installation of measurement devices etc. shall be as directed by the

Engineer. After completion of the test all the materials used for the

load testing shall be removed and site shall be made clear. Rate

shall include submission of method statement and third party

certification of the test.

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

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 47 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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 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 48 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

Providing TMT reinforcement steel of Fe-550 D 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

gauge GI binding wire in diamond form at each reinforcement

junction in all structural concrete at all heights and depths with all

leads complete as directed. Rate shall also include welding involved

towards stay current protection effects as per system approved

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

wire, labour, all material, tools and plants, all leads, lift etc. as per

drawings and technical specification as directed by Engineer-in-

charge. The rate shall also include protective coating as per technical

specifications. This item is applicable for all components of viaduct,

station box area and other than station box area (i.e. entry- exit

structures. water tanks, escalator, lift pits, staircases pump house

GMRC October 2026 Page 49 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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

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

total quantity for the purpose of processing variation of quantities.

GMRC October 2026 Page 50 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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-bonding arrangements (de-bonding

tubes etc), required anchorages for live and dead ends, stressing

upto required level using all tools and equipments and

consumables cement grouting as per specification and as directed by

the Engineer-in-charge. Rate includes filling de-bonding type with

grease as specified in ASTM and taping at the ends of the strand.

Rate includes the testing complete- load transfer, anchorage

efficiency etc.

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,

3 19K15, 12K15, 7K15, 19K13, 12K13, 7K13 with couplers & vent pipes, MT 1,42,026.43 3,446.74

spacers, anchorages, stressing using 27K15, 19K15, 12K15, 7K15,

19K13, 12K13, 7K13 system and grouting, recess filling, epoxy

protection of anchorages and all related operations to complete

the work. (Note: the details shown on the drawing may change

and nothing extra will be paid to the contractor on this account).

GMRC October 2026 Page 51 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

GMRC October 2026 Page 52 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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 8.8 and above)

and its compatible nuts and washers.

This item also include erection of the fabricated plate girder to the

required profile and shape as called for at designated site location

including loading, transportation of all structural steel members from

fabrication shop to site and unloading; preparation of erection

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

equipment and operation etc.required to complete the job.This item

also includes temporary support/staging, staging braces, bracing to

permanent work, strutting, tying or anchor bolts, fasteners, welding,

GMRC October 2026 Page 53 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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.

Payment Terms shall be as follow:

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

inspection and approval.

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 site.

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

and drifs and fixing permanent fastner.

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

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

will be measured and paid.

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

GMRC October 2026 Page 54 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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

2 primer coat & three coats of enamel paint of approved make and MT 1,11,168.75

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) etc..

Note: All structural steel shall be Hot Dip galvanized conforming to IS-

3 802 (Part II ), IS:53548 and IS:4759 and the mass of zinc coating shall MT 1,11,168.75

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 55 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 56 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 5,72,00,000.00

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

vertical bearing with Teflon for slider arrangement in Guided end Cucm 0.54

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.

GMRC October 2026 Page 57 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B6 - BEARINGS

Item Description Unit Rate Quantity Amount (Rs.)

i) Free POT Bearing (Un-facored Design Vertical load = 1750 kN ) Nos 48,625.41

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

kN and Un-facored Design Horizontal load =600 kN)

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

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

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

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

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

for those indicated.

4 Spherical bearings

(i) 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 Nos. 1,05,360.17

technical specifications.

Total Number of Fixed Bearing Max Vertical load = 5600 kN and

Horizontal load =1670 kN

Total Number of Free Bearing Max Vertical load = 5600 kN Nos. 87,490.68

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

= 5600 kN and Horizontal load =1670 kN

GMRC October 2026 Page 58 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B6 - BEARINGS

Item Description Unit Rate Quantity Amount (Rs.)

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

= 5600 kN and Horizontal load =1670 kN

GMRC October 2026 Page 59 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 down take pipes, bends,

(i) 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. provision of

edge beams at end edges of both adjoining precast diaphragm

segments, cast in situ units and all related operations as required

to complete the work as specified in specifications.

GMRC October 2026 Page 60 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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

(ii) cast in situ unit and all related operations as required to complete RM 9,045.00 619.52

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.

Providing and fixing of FRP (Fibre Reinforced Plastic) sheet

roofing/cladding, of approved quality and color, minimum

thickness of 2 mm to 3 mm, of profile matching with existing

roofing profile (corrugated or trapezoidal), fixed with galvanized J

or L hooks, bolts, and nuts 8 mm diameter with bitumen washers,

G.I. plain and bitumen washers or with self-drilling screws,

complete with cutting, fitting, hoisting and fixing in position,

including all accessories, tools, and scaffolding, etc., as per

drawing and direction of Engineer-in-charge.

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 30.00

4.2 100 mm dia upto 250rnm long Nos 4,253.00 30.00

GMRC October 2026 Page 61 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

4.3 250 mm dia upto 250rnm long Nos 4,678.00 30.00

4.4 150 mm dia upto 250rnm long Nos 5,164.00 30.00

4.5 200 mm dia upto 250rnm long Nos 5,468.00 30.00

5 Rebaring as per below per below details - - -

5.1 10mm dia. Rebar Fixing in 12mm dia. with hole depth of 6" Nos 224.26 500.00

5.2 12mm dia. Rebar Fixing in 14mm dia. with hole depth of 6" Nos 579.00 500.00

5.3 16mm dia. Rebar Fixing in 20mm dia. with hole depth of 6" Nos 914.37 500.00

5.4 20mm dia. Rebar Fixing in 25mm dia. with hole depth of 6" Nos 1,058.75 500.00

5.5 25mm dia. Rebar Fixing in 30mm dia. with hole depth of 6" Nos 1,469.00 500.00

5.6 32mm dia. Rebar Fixing in 38mm dia. with hole depth of 6" Nos 1,653.00 500.00

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,

6 Hot Dip Galvanized , fabrication, transportation at site, fasteners and Kg 121.50 2,750.00

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 62 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 transformers, panels, or

other heavy electrical equipment, including hook, anchoring system,

fixing arrangement, and all associated works, complete as per

approved drawings and instructions of 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

9 posts, including excavation, foundation, erection, fixing of panels, Sqmt 2,235.60 1,100.00

jointing, finishing and all associated works, complete in all respects as

per approved drawings and instructions of the Engineer.

GMRC October 2026 Page 63 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 used as

fixtures/supports/hangers etc. for system/roofing contractors at any

location or as directed by Engineer in charge. Providing, fabricating,

installing and fixing in position any additional structural connections

for signages, gutters, or required by the system contractors using

standard plate sections welded & built up section, tubes, square,

rectangular pipe section, rolled sections such as angles, channels etc.

11.0 Masonry Work - -

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 with approved

block laying polymer modified adhesive mortar all complete as

per direction of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made for seperately).

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 366.00 240.00

stone aggregate 12.5 mm nominal size).

GMRC October 2026 Page 64 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 and spiral stair cases

up to floor five level excluding the cost of centering, shuttering,

finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand

: 4 graded stone aggregate 20 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 6,347.00 100.00

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

11.6 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 8,103.00 100.00

Half brick masonry with F.P.S. brick of class designation 75 in

foundations and plinth in.

GMRC October 2026 Page 65 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

11.7.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 830.00 100.00

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 1,024.00 100.00

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 specified

11.10 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 natural

11.10.1 sources: 4 graded stone aggregate 20 mm nominal size derived cum 7,011.00 100.00

from natural sources)

GMRC October 2026 Page 66 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 proportions as per IS:

11.11 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 extra

11.11.1 All works above plinth and upto floor V level - - -

Concrete of M10 grade with minimum cement content of 220 kg

Concrete of M15 grade with minimum cement content of 240 kg

GMRC October 2026 Page 67 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 natural

11.12.1 sources : 3 graded stone aggregate 20 mm nominal size derived cum 15,919.00 400.00

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 60,000.00

15 mm cement plaster on rough side of single or half brick work

12.2.1 1:4 (1 cement : 4 fine sand) (at all levels and locations) Sqm 356.00 26,250.00

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 5,000.00

GMRC October 2026 Page 68 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 column

/ beams and the like including necessary "U" nails / screws with

cleats for fixing, overlapping etc. complete all as per specification

and as directed by the Engineer for all height and all locations.

Supply, providing, fabrication, erection and Fixing in position

Galvanized Steel parapet with 3mm thick polycarbonate sheet

14 and height upto 1.5m as per the approved drawings and as per Rmt 7,983.00 150.00

direction of Engineer in charge. Rate includes all lead and lifts,

tools tackles, material, labour etc.

GMRC October 2026 Page 69 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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

2-Carbon dioxide diffusion resistance co-efficient (DIN EN 1062-

3-Chloride ion diffusion(ASTM C 1202)=zero panetration.

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

GMRC October 2026 Page 70 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Rate Quantity Amount

Supply and Fabrication of steel through type TRUSS spans as per the

1 approved drawings of superstructure of the Bridge over Railway lines with MT 1,81,543.22 744.70

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

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

2) For payment purpose, nominal weight of the truss as per drawing will

only be considered.

GMRC October 2026 Page 71 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 72 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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 and approval.

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 site.

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

measured and paid.

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 73 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

Schedule C - Provisional Sum

Item Description Unit Rate Quantity Amount (Rs.)

Road works Item under R&B SOR 2023-24 LS 7,00,00,000 1

Any other items not covered in Schedule A, B & C1 but are

required to be carried out as per direction of Engineer, the

order of preference for adopting rates is as follows:

ii) GWSSB SOR 2022-23

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

GMRC October 2026 Page 74 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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: ELECTRCAL SYSTEM WORKS

TOTAL AMOUNT OF SCHEDULE D1: ELECTRCAL SYSTEM WORKS

GMRC October 2026 Page 75 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

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,

Hz power supply system to withstand rated symmetrical fault level at

415 V including interconnections, bonding to earth etc. Panels shall be

provided with 25% spare space, space heaters, compartmental lights,

lifting hooks as required and 2 Nos of Earthing Terminals. All inter

wiring shall be with suitable stranded copper conductor FRLSH

insulated wire. The panels shall confirm to IP-54. Galvanized

hardwares with Zinc passivation shall be used.

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.

GMRC October 2026 Page 76 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

c All live accessible parts shall be shrouded and all equipment shall be

finger touch proof. SMC/DMC shrouds and busbars supports shall be

suitably spaced.

d The panel shall have tinned copper busbars with bar type feeder

connections, spacers etc.and neutral busbar shall be of 100% capacity.

Bus Bar Sizing calculations shall be submitted for approval of GMRCL

e All components shall be connected to a common internal copper earth

bus bar of minimum size 50mm x 6mm.

g Hinged doors with Neoprene type gaskets & Triangle key lock facility

shall be provided on Doors and all outgoing feeders with switch

handles lockable in OFF position.

h Each incomer and outgoing feeder shall be provided with suitably

rated MCB controlled multiple LED lamps (Red, Yellow, Blue) for Phase

indication and (Red, Green, Amber) for ON, OFF & Trip status with all

required accessories suitable for 230 VAC operation as approved.

j The makes of components and accessories shall be unique for all the

panels under this contract in order to have uniformity and

standardization.

k All MCCBs shall be current limiting type microprocessor based

releases having continuously adjustable current setting in the range of

0.4 to 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

GMRC October 2026 Page 77 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

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 provided with Rotary handle and

spreader links for termination. All 4P MCCB has inbuilt feature of earth

fault protection, whereas all TPN MCCB's (Expect Motor Starters &

DRPC Panels) shall have external CT for neutral overload protection

and earth fault protection

m All the Incomer, bus couplers of switch boards/ panels shall be

provided with potential free contacts for connectivity to PLC for

ON/OFF status and control, as required for BMS .All Incomer, bus

couplers of switch boards/ panels shall be provided with Multi function

Meters with RS 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 Vendor.

GMRC October 2026 Page 78 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

n MCBs shall conform to IEC898/IS 8828 (latest) and, with breaking

capacity 10 kA at 415 V AC, current limiting type lower power loss appx

40 - 70% of the stipulated value and suitable for magnetic releases

operating between 3 to 5 times rated current for normal power

distribution application and 5 to 10 times rated current for motor

application duty, with minimum Electrical endurance of the order of

20000 operation cycles. All MCCBs shall be provided with Rotary

handle and spreader links for termination complete as required.

o Panel design shall be compact to economies the room space available.

p All incomer ACB's shall be provided with minimum 6 NO + 6 NC

contacts and there should be provision to add min. 6 NO+ 6 NC

Auxiliary contacts.

q All 4-pole ACBs, MCCBs & MCBs shall have fully rated neutral pole.

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

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.

GMRC October 2026 Page 79 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

mm. All MCCB shall be motorized with RS 485 type communication

port for BMS/SCADA functioning.

u Switch boards / panels shall be provided with Automatic clean agent

gas flooding arrangement with a fire detection tube system, as per the

specifications complying with the latest Indian Standards (IS:15517)

and NFPA-2001. An Automatic gas flooding system shall be provided

with manual overriding system with regulated valve arrangement

including control & Monitoring module for opening or closing the

cylinder as and when it is called for. A bank of clean agent gas cylinders

with necessary tubing shall be provided.

v Each Panel/DB as required shall be capable of real-time data of Status,

Control & Monitoring through Ethernet/TCP IP Port / RS 485 through

open protocol (IEC 60870-5104 shall be preferred),

w The Digital Multifunction meter shall have inbuilt bar graph for

showing the percentage loading in each phase and inbuilt LED display

to show all the power parameters like A, V, W, VAR, VA, Wh, Vah, VARh

& Hz. with BMS connectivity.

x All motorized MCCBs /ASTS MCCBs to be provided with 230V, 50Hz

control supply as required including conversion needed if any from

y The schematic drawings are to be read in conjunction with BOQ &

Technical specifications.

GMRC October 2026 Page 80 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

z The load demand, cable size and route length are indicative only and

contractor shall evaluate the adequacy of the switch gear and voltage

aa All switch boards/ panels shall be provided with necessary Surge

Protection for Transient Over Voltages due to Lightning and switching

surges shall be incorporated with suitable rating Surge Arresters under

Class-1, Class-2, Class-3 of IEC

ab The bus bar shall be designed for all the switch boards / panels meeting

application duty requirement provided with insulations/ bus bar

supports system withstanding the thermo dynamic stresses

ac All panel shall have IP 54 protection for indoor application and IP

for outdoor application.

ad Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

1.1 MAIN DISTRIBUTION BOARD (MDB)

A Transformer - I Incoming

GMRC October 2026 Page 81 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

1 No. of 1000 A, 415V, 50kA, 4P Electrically operated (fully motorized)

fully draw out (EODO) type ACB with built in Microprocessor based

release unit for Over Current, Short circuit and earth fault protection

with adjustable setting and time log facility for each of the fault for

achieving discrimination along with distinct fault indication through

LED display. ACB shall be provided with continuous rated shunt trip

release suitable for 240 VAC operation, suitable handles to operate

ACB manually and spring charging device suitable for 1 phase, 240 VAC

operation, NO/NC contacts for interlocks and indications. ACB shall

have in-built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) along with following accessories.

i) 1 No. of Multi Function Meter of accuracy class 1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards with

necessary Circuit MCBs and suitable size summating CTs for metering

supporting SCADA/BMS connectivity

ii) 1 No. 0-1000A Digital Ammeter with selector switch and Required set

of CTs, MCBs and Accessories

iii) 1 No. 0-500V Digital Voltmeter with selector switch and Required set

of MCBs and Accessories

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

GMRC October 2026 Page 82 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

vi) 3 Nos. of cast resin current transformers of 1000/5 ratio with 15 VA

Burden & Class 5P10 for protection

vii) 3 Nos. of cast resin current transformers of 1000/5 ratio with 15VA

burden and Class 1 for measurement

viii) 3 nos. cast resin current transformers of 1000/5 ratio with 15VA

burden and Class 1 for APFC relay

ix) 1 set of Under Voltage Relay with complete accessories.

x) 1 set of Over Voltage Relay with complete accessories.

xi) 1 set of Instantaneous Over Currrent Relay (50)

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

xiii) 1 set of Earth Fault protection relay (51N)

xiv) 1 set of Ground fault protection relay (50N)

xv) 1 set of reverse power protection and phase sequence protection

xvi) Auxiliary contacts required for necessary interlocking of Transformers,

HT & LT breakers.

xvii) Class-B SPDs shall be provided in panel as per IEC 61643-12 or latest.

xviii) Contractor shall provide earmarked potential free terminals for SCADA

signals as per specification & requirements.

B Transformer - II Incoming

GMRC October 2026 Page 83 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

1 No. of 1000 A, 415V, 50kA, 4P Electrically operated (fully motorized)

fully draw out (EODO) type ACB with built in Microprocessor based

release unit for Over Current, Short circuit and earth fault protection

with adjustable setting and time log facility for each of the fault for

achieving discrimination along with distinct fault indication through

LED display. ACB shall be provided with continuous rated shunt trip

release suitable for 240 VAC operation, suitable handles to operate

ACB manually and spring charging device suitable for 1 phase, 240 VAC

operation, NO/NC contacts for interlocks and indications. ACB shall

have in-built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) along with following accessories.

i) 1 No. of Multi Function Meter of accuracy class 1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards with

necessary Circuit MCBs and suitable size summating CTs for metering

supporting SCADA/BMS connectivity

ii) 1 No. 0-1000A Digital Ammeter with selector switch and Required set

of CTs, MCBs and Accessories

iii) 1 No. 0-500V Digital Voltmeter with selector switch and Required set

of MCBs and Accessories

iv) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

v) 1 set of MCB controlled phase indicating lamps for all three phases.

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S.No Description of Item Unit Rate Quantity Amount

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

viii) 3 nos. cast resin current transformers of 1000/5 ratio with 15VA

burden and Class 1 for APFC relay /AHF.

ix) 1 set of Under Voltage Relay with complete accessories.

x) 1 set of Over Voltage Relay with complete accessories.

xi) 1 set of Instantaneous Over Currrent Relay (50)

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

xiii) 1 set of Earth Fault protection relay (51N)

xiv) 1 set of Ground fault protection relay (50N)

xv) 1 set of reverse power protection and phase sequence protection

xvi) Auxiliary contacts required for necessary interlocking of Transformers,

HT & LT breakers.

xvii) Class-B SPDs shall be provided in panel as per IEC 61643-12 or latest.

xviii) Contractor shall provide earmarked potential free terminals for SCADA

signals as per specification & requirements.

GMRC October 2026 Page 85 of

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S.No Description of Item Unit Rate Quantity Amount

1 No. of 1000 A, 415V, 50kA, 4P draw out Electrically operated (fully

motorized) fully draw out (EODO) type ACB with built in

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable setting and time log facility for

each of the fault for achieving discrimination along with distinct fault

indication through LED display. ACB shall be provided with continuous

rated shunt trip release suitable for 240 VAC operation, suitable

handles to operate ACB manually and spring charging device suitable

for 1 phase, 240 VAC operation, NO/NC contacts for interlocks and

indications. ACB shall have in-built compatibility through open

protocol like Modbus for SCADA/BMS connectivity (RS485) along with

following accessories.

i) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps and

ON/OFF push buttons.

ii) Auxiliary contacts required for necessary interlocking of Transformers,

HT&LT breakers.

iii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

iv) Two incomers shall be interlocked electrically & mechanically, so as

only any 02 out of 03 ACBs can be closed at any time.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >1000 A as per specification, suitable to withstand

GMRC October 2026 Page 86 of

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S.No Description of Item Unit Rate Quantity Amount

symmetrical fault level of 50 kA at 415 V with 100% rated neutral

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.

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

GMRC October 2026 Page 87 of

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S.No Description of Item Unit Rate Quantity Amount

a) 2 nos. 400A, 415V, Ics=35 kA, Four pole MCCB with variable

overcurrent, short circuit and earth fault releases & each having 1- set

Red/Green ON/OFF indicating lamps & 3 nos. cast resin current

transformers of 400/5 ratio with 15 VA Burden & Class 1.0 for

Ammeter with Ammeter selector Switch.

b) 3 nos. 160A, 415V, Ics=35 kA, Four pole MCCB with variable

overcurrent, short circuit and earth fault releases & each having 1- set

Red/Green ON/OFF indicating lamps & 3 nos. cast resin current

transformers of 160/5 ratio with 15 VA Burden & Class 1.0 for

Ammeter with Ammeter selector Switch.

c) 3 nos. 250A, 415V, Ics=35kA, Four pole MCCB with variable

overcurrent, short circuit and earth fault releases & each having 1- set

Red/Green ON/OFF indicating lamps & 3 nos. cast resin current

transformers of 250/5 ratio with 15 VA Burden & Class 1.0 for

Ammeter with Ammeter selector Switch.

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S.No Description of Item Unit Rate Quantity Amount

d) 2 nos. 100A, 415V, Ics=35 kA, Four pole MCCB with variable

overcurrent, short circuit and earth fault releases & each having 1- set

Red/Green ON/OFF indicating lamps & 3 nos. cast resin current

transformers of 100/5 ratio with 15 VA Burden & Class 1.0 for

Ammeter with Ammeter selector Switch.

SITC of MAIN DISTRIBUTION BOARD (MDB)

1.2 Emergency Main Distribution Board (EMDB)

A Incomer (Normal supply)

a) Incoming from B1 with 400A, 415V , Ics = 35kA, FP, Motorised MCCB

complete with variable overcurrent ans short circuit releases for

b) Incoming from B2 with 400A, 415V , Ics = 35kA, FP, Motorised MCCB

complete with variable overcurrent ans short circuit releases for

c) Automatic changeover system complete

B INCOMING FROM DG PANEL

GMRC October 2026 Page 89 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

a) 1 no. 400A, 415V , Ics = 35kA, FP, Motorised MCCB complete with

variable overcurrent ans short circuit and short circuit releases for

b) Automatic changeover system complete

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at > 400 A as per specification, suitable to withstand

symmetrical fault level of 35 kA at 415 V with 100% rated neutral

a) All incomers shall be interlocked electrically & mechanically with

contactor based automatic changeover system so that only one supply

is switched on at a time and fail safe restoration.

D Outgoing Units

a) 4 nos. 125 A, 415V, Ics=35 kA, TPN MCCB with fixed neutral and

variable overcurrent, short circuit and earth fault releases with 1 set

each of MCB controlled Breaker ON/OFF/TRIP and phase indicating

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

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S.No Description of Item Unit Rate Quantity Amount

c) 12 no. 63 A, 415V, Ics=25 kA, TPN MCCB with fixed neutral and and

variable overcurrent, short circuit and earth fault releases with 1 set

each of MCB controlled Breaker ON/OFF/TRIP and phase indicating

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 485 communication port with compatibility for

interfacing with BMS/SCADA. The trip unit of MCCB shall be with

adjustable Overload protection, Short Circuit protection, shunt trip

coil, auxiliary contacts for ON, OFF, TRIP indication etc. as per drawing

and specifications along with 3 sets of following accessories.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards.

ii) 1 No. 0-400A Digital Ammeter with selector switch and Required set of

CTs, MCBs and Accessories

GMRC October 2026 Page 91 of

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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) Auxiliary contacts required for necessary interlocking of breakers.

vii) 3 Nos. of cast resin current transformers of 400/5 ratio with 15VA

burden and Class 1 for measurement.

viii) Class-B, SPDs shall be provided in panel as per IEC 61643-12 or latest.

ix) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

SITC of Emergency Main Distribution Board (EMDB)

1.3 Design, Supply, installation, testing commissioning of Main Lighting

& Power panel (MLPP) complete as per specifications & Drawing

with following:

Main Lighting & Power panel (MLPP)

A Incomer (from MDB-1)

GMRC October 2026 Page 92 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

2 No. of 100 A, 415V, 25kA, 4P MCCB with changeover switch built in

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable settings. The breaking capacity

of MCCB shall be Icw=Icu. MCCB shall have in built compatibility

through open protocol like Modbus for SCADA/BMS connectivity

(RS485) along with following accessories.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM

shall have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

ii) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

iii) 1 set of MCB controlled phase indicating lamps for all three phases.

iv) Amber healthy trip indicating lamps

v) 3 Nos. of cast resin current transformers of 100/5 ratio with 15VA

burden and Class 1.0 for measurement

vi) Auxiliary contacts required for necessary interlocking.

vii) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

GMRC October 2026 Page 93 of

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S.No Description of Item Unit Rate Quantity Amount

viii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >100 A as per specification, suitable to withstand

symmetrical fault level of 25 kA at 415 V with 100% rated neutral

a) 9 Nos. of 10A/20A , 415V, 10kA, TPN MCB, with fixed neutral and

variable overcurrent, short circuit releases. Suitably rated AC3 Duty

power contactor of with necessary NO & NC auxiliary contacts as

required for operation through BMS, Auto/ manual selector switch,

set of MCB controlled Breaker ON/OFF/TRIP indicating lamps,

complete as required and approved.

SITC of Main Lighting & Power panel (MLPP)

1.4 Design, Supply, installation, testing commissioning of Emergency

(UPS) Power panel complete as per specifications & Drawing with

Emergency (UPS) Power panel (UPP)

GMRC October 2026 Page 94 of

TENDER NO. GMRC/CONS/STNS+VDCT-4/2026

S.No Description of Item Unit Rate Quantity Amount

a) 2 Nos. of 63 A, 415V, 25kA, 4P MCCB with built in Microprocessor

based release unit for Over Current, Short circuit and earth fault

protection with adjustable settings. The breaking capacity of MCCB

shall be Icw=Icu. MCCB shall have in built compatibility through open

protocol like Modbus for SCADA/BMS connectivity (RS485) each along

with following accessories.

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards. MFM

shall have in built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) and all required accessories.

ii) 3 Nos. of cast resin current transformers of 40/5 ratio with 15VA

burden and Class 1.0 for measurement

iii) Auxiliary contacts required for necessary interlocking.

iv) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

v) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

vi) 1 set of MCB controlled phase indicating lamps for all three phases.

GMRC October 2026 Page 95 of

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S.No Description of Item Unit Rate Quantity Amount

vii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >63 A as per specification, suitable to withstand

symmetrical fault level of 25 kA at 415 V with 100% rated neutral

a) 11 Nos. of 20A, 230V, 10kA, DP MCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

controlled Breaker ON/OFF/TRIP indicating lamps, complete as

required and approved.

b) 4 Nos. of 10A, 230V, 10kA, DP MCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

controlled Breaker ON/OFF/TRIP indicating lamps, complete as

required and approved.

c) 3 Nos. of 20A, 230V, 10kA, DP MCB, with fixed neutral and variable

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch, 1 set of MCB

GMRC October 2026 Page 96 of

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S.No Description of Item Unit Rate Quantity Amount

controlled Breaker ON/OFF/TRIP indicating lamps, complete as

required and approved.

SITC of Emergency (UPS) Power panel (EPP)

1.5 Design, Supply, installation, testing commissioning of Fire & Water

Pump Panel (FWP) complete as per specifications, Drawings and as

per following details:

1.5.1 Fire & Water Pump Panel (FWP)

a) 2 Nos. 200A, 35 kA, 4 pole, motorized MCCBs with automatic

changeover system with source power sensing with provision for

receiving two independent source power supply (one incoming supply

from EMDB and one incoming supply from DG-AMF panel) , electrically

and mechanically interlocked with common base frame and controller

having selector switch for automatic & manual operation on both the

sources., 3 phase Under - voltage protection and Phase Sequence

Protection inbuilt in the controller and RS 485 communication port

with compatibility for interfacing with BMS/SCADA. The trip unit of

MCCB shall be with adjustable Overload protection, Short Circuit

protection, shunt trip coil, auxiliary contacts for ON, OFF, TRIP

GMRC October 2026 Page 97 of

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S.No Description of Item Unit Rate Quantity Amount

indication etc. as per drawing and specifications each along with

i) 1 No. of Multi Function Meter of accuracy class-1 with all required to

measure and display the Electrical quantities like, Current, Voltage,

Active Energy-KWH, Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion & power factor etc. with

facility conforming to specifications and latest IEC standards.

ii) 3 Nos. of cast resin current transformers of 200/5 ratio with 15VA

burden and Class 1.0 for measurement

iii) 1 set of MCB controlled Breaker ON/OFF/TRIP indicating lamps.

iv) 1 set of MCB controlled phase indicating lamps for all three phases.

v) Auxiliary contacts required for necessary interlocking of breakers.

vi) Class-B SPDs shall be provided in all panels and Distribution Boards to

meet all functional requirement as per IEC 61643-12 or latest.

vii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

a) Electrolytic high conductivity tinned copper three phase and neutral

busbars rated at >200A as per specification, suitable with stand

symmetrical fault level of 35kA at 415 V. The neutral busbar is to be of

capacity as phases

GMRC October 2026 Page 98 of

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S.No Description of Item Unit Rate Quantity Amount

a) 3 nos. 160 A, Ics=25 kA, 415 V, TPN MCCB with fixed neutral and with

variable overcurrent and short circuit releases.

a1) 3 nos. Star‐Delta starter of Suitable rating comprising 3 Nos. TP

contactor AC‐3 duty Auto/Manual switch, timer, Start Stop push

button, & with potential free contacts for remote monitoring and

control having the following item for each.

i) 1 No. of AC operated, 4 Digit, independent Digital Ammeter with

selector switch with necessary Circuit MCBs and with suitable size,

Class CTs connections as required for outcoming feeders

ii) 1 set of start stop push buttons with inbuilt ON/OFF indicating lamps.

iii) Auto / Manual selector switch.

iv) Amber healthy trip indicating lamps.

b) 5 no. 20A, Ics= 10 kA, 415 V, TP N MCB with fixed neutral and with

variable overcurrent and short circuit releases.

b1) 2 KW DOL Starter (2 No Sump pumps), Star‐Delta starters of Suitable

rating (2 Nos. Domestic water pumps), Star‐Delta starters of Suitable

rating (1 no jockey pump) with potential free contacts for remote

monitoring and control, having the following items for each:

GMRC October 2026 Page 99 of

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S.No Description of Item Unit Rate Quantity Amount

i) 1 No. of AC operated, 4 Digit, independent Digital Ammeter with

selector switch with necessary Circuit MCBs and with suitable size,

Class CTs connections as required for outcoming feeders

ii) 1 set of start stop push buttons with inbuilt ON/OFF indicating lamps.

iii) Auto / Manual selector switch.

iv) Amber healthy trip indicating lamps

c) 4 no. 20 A, Ics= 25 kA, 415 V, TP N MCB with fixed neutral and with

variable overcurrent and short circuit releases.

c1) 3.5 KW Star-Delta Starter (2 No Borewell pump)with potential free

contacts for remote monitoring and control. having the following item

i) 1 No. of AC operated, 4 Digit, independent Digital Ammeter with

selector switch with necessary Circuit MCBs and with suitable size,

Class CTs connections as required for outcoming feeders

ii) 1 set of start stop push buttons with inbuilt ON/OFF indicating lamps.

iii) Auto / Manual selector switch.

iv) Amber healthy trip indicating lamps

D Auxiliary relay shall be provided which shall be activated by pressure

switch for remote monitoring.

SITC of Fire & Water Pump Panel (FWP)

GMRC October 2026 Page 100 of