Construction of 4.4 KM Elevated Viaduct and 03 Nos Stations (Including E&M and Excluding Architectural, Finishing & Roofing) from Saroli Metro Station to Surat HSR Metro Station Under Corridor - II in Connection with Surat Metro Rail Project Phase – 1 Extension

Bill of Quantity (BOQ)

Gujarat Metro Rail Corporation (GMRC) Limited

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

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

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

Sector 10/A, Gandhinagar:

Corporate Identification No (CIN): U60200GJ2010SGC059407

GMRC September 2026 Page 1 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

PREAMBLE AND GENERAL REQUIREMENTS FOR ELEVATED SECTION

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

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

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

Tender Document.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

pages and at the end of schedule.

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

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

Provisional Sum Schedule as per below preference.

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

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

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

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

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

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

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

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

made before quoting rates in the Bill of Quantities.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

GMRC September 2026 Page 2 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

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

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

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

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

or as directed by the structural designer.

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

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

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

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

17. approved from the Engineer-in-charge.

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

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

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

19. in the Contract Document.

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

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

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

considered included in the bid.

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

21. specification of the complete installation by licensed agencies.

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

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

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

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

work shall be got approved from Engineer in charge.

For all type of cement concrete work rate shall inclusive of

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

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

operations, etc.

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

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

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

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

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

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

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

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

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

and residual sizes)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

GMRC September 2026 Page 3 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

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

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

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

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

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

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

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

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

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

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

relevant terms and conditions of the Tender.

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

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

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

used for comparative evaluation of the Tenders.

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

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

government taxes, cesses and levies.

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

31. N Procurement Portal and nowhere else.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

cost / commercials.

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

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

accepted the material shall not be supplied at site.

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

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

location weather local / abroad.

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

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

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

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

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

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

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

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

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

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

GMRC September 2026 Page 4 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

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

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

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

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

payment shall be made for the supply of fuel.

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

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

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

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

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

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

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

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

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

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

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

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

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

1) ⁠65% on supply and delivery

2) ⁠10% on installation

3) 15% on testing and commissioning

4) 5% on integrated testing and commissioning

5) 5% on taking over

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

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

submission of the service report and invoice.

GMRC September 2026 Page 5 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Name of Work: Construction of 4.4 KM Elevated Viaduct and 03 Nos Stations (Including E&M works and Excluding Architectural Finishing works & Roofing

works) from Saroli Metro Station to Surat HSR Metro Station Under Corridor - II in Connection with Surat Metro Rail Project Phase – 1 Extension

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

S No / 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 September 2026 Page 6 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Name of Work: Construction of 4.4 KM Elevated Viaduct and 03 Nos Stations (Including E&M works and Excluding Architectural Finishing works & Roofing

works) from Saroli Metro Station to Surat HSR Metro Station Under Corridor - II in Connection with Surat Metro Rail Project Phase – 1 Extension

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

S No / 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 September 2026 Page 7 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Name of Work: Construction of 4.4 KM Elevated Viaduct and 03 Nos Stations (Including E&M works and Excluding Architectural Finishing works & Roofing

works) from Saroli Metro Station to Surat HSR Metro Station Under Corridor - II in Connection with Surat Metro Rail Project Phase – 1 Extension

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

S No / 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 all taxes (GST & Custom duties).

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

GMRC September 2026 Page 8 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

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 bench KM 3,648.50 4.40

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 September 2026 Page 9 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

Item Description Unit Rate Quantity Amount (Rs.)

Providing temporary barricade in good condition (new/refurbished)

including all road safety devices on both sides of viaduct/stations

during construction at site as per technical specifications and GFC

drawings. Temporary barricade shall be of plain MS sheet 16 Gauge

fixed with steel frame as per drawing, painting (including primer of

approved quality) with synthetic enamel paint of approved color,

quality and brand, writing lettering and logo of Metro including

maintenance of the same duly cleaning the same on fortnightly basis

and painting if required, arrangement for blinker lights/ rope light on

barricades during night as per requirement and as per the instruction

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

be kept continuously. Nothing extra will be paid for dismantling and re-

erecting the barricades within contract boudry. There should not be

any opening at the end of barricade except at locations approved by

Engineer-in-charge. (Barricading for road widening work shall be

measured separately). Barricading may be required to be shifted

laterally number of times as per site requirements/sequence of works

but payment will be made only on first installation. In case of variation

in weight per RM, the prorata rate adjustment will be made for 70% of

(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

GMRC September 2026 Page 10 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

Item Description Unit Rate Quantity Amount (Rs.)

for power pack / Genset etc. so as to ensure the blinking of lights in

night time as long as barricades are in position at the work spot.

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

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

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

extra.It is specifically highlighted that barricading during construction

shall be limited to 8m to 10m width only, considering the traffic

constraint. This width applies to viaduct in straight portion. In station - -

areas and on curves, the barricading width and placing shall be as

approved by the Engineer in consulation with the traffic

management.For barricading payment shall be made at 70% on

erection of barricade and 30% on removal of barricade as per the

instructions of Engineer in-charge.

(i) For barricading payment shall be made at 70% on erection of barricade RM 3,482.57 9,640.00

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

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

by the Engineer-in-charge and supply at monthly intervals, or as

instructed by the Engineer-in-charge. One set shall comprise one soft

3 Per month 1,989.00 36.00

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

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

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 36.00

technical specifications showing the progress of works as directed by

Engineer-in-charge.

GMRC September 2026 Page 11 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

Item Description Unit Rate Quantity Amount (Rs.)

Providing furnished office accommodation at site for the use of site

engineer and his supporting staff approximately of 700 sqm carpet area

(fully air conditioned) including site office at casting yard with

minimum two watchman and two office boy in each office for 24hrs and

also as per increased on its requirement. Offices may be at single or

multiple locations as directed by the Engineer-in-charge.

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

software etc., to be provided by the Tenderer, are shown in the

"Employers requirement".

2) This furnished accommodation shall be provided by the Tenderer

during the contract period and also extended period of the contract.

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

actual expenditure incurred for operating this item. No extra payment

will be allowed.

Cutting, transporting of trees including primary root, stacking and

6 handing over to the concerned department as per instruction of - -

Engineer-in-charge.

(i) Girth upto 30cm Nos. 422.50 50.00

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

(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 September 2026 Page 12 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

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 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.

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

km for all girth for transportation (per km)

GMRC September 2026 Page 13 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

Item Description Unit Rate Quantity Amount (Rs.)

Carryout Geo-technical investigation work (as and where required)

including exploratory drilling of 150 mm dia boreholes in all sorts of

soil, ordinary rock and hard rock, up to maximum depth as mentioned,

collecting undisturbed samples and conducting standard penetration

tests alternate at an interval of 1.5 m. depth, conducting necessary

laboratory tests & field tests for all type of classification and

determination of soil parameters like density, shear and consolidation

parameters if required, including submission of report in three copies

covering investigation data and recommendation for SBC and the pile

capacity considering the design criteria, all as per specification.

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

sets in hard copy as well soft copies.

9 Traffic Signals,Signage Etc. - -

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

9(a) sensitive Heat vacuum applicator. Logos and Borders may be out of cut- sqm 7,186.40 120.00

sheet or screen printing with appropriate ink which should also have

years warranty. The Retro Reflective traffic sign boards using high

intensity Tape should have MS angle support of size 25 x 25 x 3 mm or

35 x 35 x 4 mm depending upon the size.

Providing and fixing and maintaining the road infrastructure/furniture

during executions, refixing as where required.

GMRC September 2026 Page 14 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

Item Description Unit Rate Quantity Amount (Rs.)

Road delineator - Supply of Rectangular Metal Delineator (Black colour

Rectangular Delineator with high intensity Reflective Sheet)

Height: 1200 mm approx..

Size: 100 x 40 mm rectangular

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

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

Portable Signage - Supporting of Retro-Reflective Sign Board of size

900 mm Triangular or 60 mm Dia Circle or 90 x 600 mm by using high

intensity Retro Reflective Sheeting on 2 mm thick Aluminium Substrate

with M.S. Back Support frame

Reflective lights - Hazards warning Blinkers both sides

(Rechargeable with 2 Nos. sealed maintenance free batteries)

(iv) Traffic Cones Nos 1,127.10 180.00

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

Cone Colour: Red Colour (UV stabilized)

Body Material: Low Density Poly Ethylene

Reflective Part: 1 No. White colour Engineering Grade Reflective band

of 125 mm width all around.

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

addition, the items shall comply with the regulations and Tender

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

the property of the contractor and he is also responsible for shifting all

such release materials away from the site.

GMRC September 2026 Page 15 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule A - General

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 2,700.00

Supervisor-(minimum 2) shift 981.24 5,400.00

9(c ) Traffic Guards-(maximum 50 man days per day) shift 928.20 21,600.00

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 Surat 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 foundation concrete 1:4:8,

10 150 mm thick RCC top slab with steel reinforcement, centering and Each 2,69,312.00 10.00

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 September 2026 Page 16 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

This shall includes following items

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

bituminous road / concrete road/soil/morrum/ hard rock /soft rock/ old

structures below ground as encountered of all thickness including

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

out water, strutting and shoring, etc. for utility identification shall be done by

either manually or with necessary precautions so that existing utility shall not

1 damage. At each pier location sizes of excavation pits will be given. Cum 423.42 7,078.50

2. Temporary suppurt for utility if required.

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

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

photographs for submission to DDC review.

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

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

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

compaction for required stability of piling rig during piling work.

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

underground utilities as directed by Engineer in charge.

GMRC September 2026 Page 17 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

specification) using OPC cement confirming to sulphate concentration criteria

as per Sl. No. (i) & (ii) of Table 4 of IS 456 and for high concetration sulphate

content the type of cement shall be used as per Sl. No. (iii), (iv) & (iv) of Table

4 of IS 456, including all operations such as installation and shifting of piling

rig etc, in all type of soil strata/rocky strata along elevated section. Minimum

cement content shall be 380kg/cum. The cost includes the cost of empty

boring wherever required. (Measurement shall be from cut-off level to

founding level). The stated length includes test piles for initial load tests. The

item includes disposal of earth, muck, slush released from piles, top cutted

portion of pile at disposal ground for all leads. Reinforcement shall be paid

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

concrete for obtaining required workability as per approval of Engineer in

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

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

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

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

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

standard cement non-shrink mortar before casting of pile cap. The item

includes drilling and socketing in rock at required depth. Idling of rig due to

any reason shall not be payable. Bore drilling shall be done by use of hydraulic

rig using temporary casing of required depth and polymer slurry. The item

includes the cost of polymer to be used for stabilisation of bore.

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

multiple pile foundation will be implemented. The lengths of each pile -

diameter is indicative only and may vary at Detailed Design stage.

3.1 For 800mm dia Pile RM 6,985.86 900.00

3.2 For 1000mm dia Pile RM 9,048.91 22,464.00

3.3 For 1200mm dia Pile RM 12,387.06 10,650.00

GMRC September 2026 Page 18 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

3.4 instead of M35 grade concrete. (Minimum cement content shall be 390 cum 350.83 300.00

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 mm dia bored cast-

4 in-situ piles wherever required as per approved construction drawings and MT 1,04,401.90 40.00

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.

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

5 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. 6,08,234.55 1.00

(ii) 1000 mm dia pile (Test load of 1200MT) Nos. 10,23,099.00 4.00

(iii) 1200 mm dia pile (Test load of 1800MT) Nos. 14,10,335.85 3.00

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 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. 96,478.59 1.00

(ii) 1000 mm dia pile (Test load of 50MT) Nos. 96,478.59 4.00

GMRC September 2026 Page 19 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

(iii) 1200 mm dia pile (Test load of 63MT) Nos. 96,478.59 3.00

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

including all arrangements for measuring deflections and submitting

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

level, supporting / reaction arrangement (incl. reaction piles/soil/rock - -

anchors, if any) for the kentledge load. The test arrangements shall cater

for additional 25% above test load.

(i) 800 mm dia pile (Test load of 375MT) Nos. 4,86,589.95 1.00

(ii) 1000 mm dia pile (Test load of 675MT) Nos. 7,30,860.90 6.00

(iii) 1200 mm dia pile (Test load of 975MT) Nos. 8,43,370.83 3.00

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

including all arrangements for measuring deflections and submitting

8 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. 96,478.59 1.00

(ii) 1000 mm dia pile (Test load of 30MT) Nos. 96,478.59 6.00

(iii) 1200 mm dia pile (Test load of 38MT) Nos. 96,478.59 3.00

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

9 /1500mm /1800mm dia and as per specifications and submitting reports. Nos. 1,169.44 897.60

(Payment shall be made for number of pile tested)

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

1.8m diameter piles as per the provision of ASTM standard D6760, as per

drawings & technical specifications. (Payment shall be made for number of

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

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

11 extending 75mm all around beyond pile cap, open foundation slabs and ramp cum 4,735.93 556.71

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

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

GMRC September 2026 Page 20 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

thick PCC below open foundation/ raft/ combined foooting for other than

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

staircases pump house etc) extending 75mm all around footing. Rate

shall include cost of using 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

for pile cap including excavation through existing concrete/ water bound

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

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

including dismantling other structures, dead utilities, dewatering, pumping

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

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

in foundation with quarry dust/sand including watering, compacting with a

vibratory plate compactor. The Cost includes cutting/chipping of pile up to

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

12 The cost includes loading, unloading and disposal of surplus excavated cum 6,948.92 11,983.99

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 Engineer.

GMRC September 2026 Page 21 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

(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 pile cap

12 (a) instead of M35 grade concrete. (Minimum cement content shall be 410 cum 350.83 300.00

kg/cum of concrete)

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

of IS 456, for pile cap / open foundation/ raft/ combined foooting for

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

escalator, lift pits, staircases pump house, FOB's etc) including excavation

through existing concrete/ water bound macadam road / bituminous road

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

below ground as encountered of all thickness including dismantling other

structures, dead utilities, dewatering, pumping and bailing out water,

strutting and shoring, curing etc. Minimum cement content shall be

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

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

vibratory plate compactor. The cost includes loading, unloading and disposal

of surplus excavated material using covered trucks to contractor's dumping

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

contractor should ensure that during transportation the carried material does

not spill out. Reinforcement shall be paid separately. Rate shall include cost of

using required dosage of admixture in concrete for obtaining required

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

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

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

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

GMRC September 2026 Page 22 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

works. Rate includes restoration of road work over the excavation zone.

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

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

12 (c) instead of M35 grade concrete. (Minimum cement content shall be 410 cum 350.83 300.00

kg/cum of concrete)

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

13 specified. For any extra /less cement above or below the minimum specified Kg 6.21 50,000.00

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

GMRC September 2026 Page 23 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

specification) for reinforced cement concrete crash barrier/pier

protection all round the pier leaving a gap of 25mm min between and

following the pier shape exactly on at grade road as specified in drawings,

including centering, shuttering, compaction, scaffolding, curing and all

related operations as required to complete the work. The gap shall be filled

1 with either coarse sand or compressible filler board of high density as cum 8,128.00 656.97

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

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

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

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

cantilever pier, Cantilever pier cap, Standard Pier cap, Column from

concourse slab to platform level, Pedestals) etc and column for stations

including shuttering scaffolding and all related operations required to

complete the work at all levels including centering, shuttering, propping,

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

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

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

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

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

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

includes cost of using required dosage of admixture in concrete for

obtaining required workability, curing compound as per specification &

approval of Engineer in charge. Minimum cement content shall be

kg/cum of concrete.

GMRC September 2026 Page 24 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

normally less than 2m length), cold joints are unavoidable. In that case

old concrete surface should have adequate shear keys

depressions,reinforced dowels and a layer of concrete bonding compound.

Concrete retarder compound may also have to be used at the concrete surface

of starter pier above the pile cap.The rate is inclusive of all above bonding

agents/methods. However if any additional cold joints are unavoidable

due to the reasons not beyond the control of contractor, all above

bonding measures shall be on account of the contractor.

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

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

2(a) concrete instead of M55 grade concrete. Minimum cement content shall be cum 819.00 500

450kg/cum of concrete.

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

2(b) above Concrete items. Minimum cement content shall be 390 kg/cum of Cum 241.00 500

GMRC September 2026 Page 25 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

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

Trough etc) including shuttering scaffolding and all related operations

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

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

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

for 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.

Providing M 55 grade reinforced cement concrete for Reinforced concrete

(as per specification) for portal beam (integral to pier)/Normal pier

cap/Cantilever pier cap etc. including shuttering scaffolding and all related

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

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

4 machinery and all related operations etc.for all heights using steel material cum 10,264.00 5490

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

traffic on road is allowed during the work at all times Rate includes required

dosage of admixture in concrete for obtaining required workability as

per approval of Engineer in Charge. Reinforcement will be paid separately.

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

GMRC September 2026 Page 26 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

4.b concrete instead of M55 grade concrete. cum 819.00 500

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

Providing M 55 grade reinforced cement concrete (as per technical

specification) for Pedestals and Shear Key/Seismic Stopper including

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

5 to complete the work as specified in drawings. Reinforcement shall be paid cum 10,310.00 777.5

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.

Providing M50 grade reinforced cement concrete (as per technical

specification) for deck slab over Precast I Beams/Steel beams & cross-

girder/FOB's etc including centering, steel shuttering, scaffolding and

all related operations as required to complete the work as specified in

6 drawings. Rate includes provision of formwork of steel/concrete for casting cum 10,801.00 971.2

of slab. Reinforcement shall be paid separately. Rate includes required

dosage of admixture in concrete for obtaining required workability as per

approval of Engineer-in-charge.

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

Providing M45 grade reinforced cement concrete (as per technical

specification) for other than station box area (i.e. entry- exit structures.

water tanks, escalator, lift pits, staircases pump house etc) including

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

7 to complete the work as specified in drawings. Rate includes provision of cum 7,605.00 2407.5

sacrificial formwork of steel/concrete for casting. Reinforcement shall be

paid separately. Rate includes required dosage of admixture in concrete for

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

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

GMRC September 2026 Page 27 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing reinforced cement concrete for stitch concrete (all types and

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

elements, complete with centering, steel shuttering, scaffolding, sacrificial

8 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

9 specified. For any extra /less cement above or below the minimum specified Kg 6.21 70,000

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

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,

10 providing edge trims, closures and all accessories complete as per approved sqm 609 2640

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

GMRC September 2026 Page 28 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

1a Establishment of casting yard; LS 1.00

Establishment of casting yard for all precast elements including batching

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

execute the work as per good engineering practices and as approved by

engineer to ensure production and storage of all precast element to achieve - -

the specified key dates, comprising as mentioned below, which shall be

increase/decrease with approval of Engineer-in-charge, suitably to suit the

construction schedue for achieving the Key Dates (KDs)

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

B. Casting bed for pier cap - 8 nos

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

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

The payment of this item shall be made as under

A. Developing access -10%

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

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

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

The amount shall be paid against the indemnity bond.

1.b Recovery against payment of establishment of casting yard LS 1.00 -5,00,00,000.00

Recovery against payment of establishment of casting yard @ 10000000 in

GMRC September 2026 Page 29 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

Providing M55 grade reinforced cement concrete (as per technical

specification) Precast Prestressed Pier Cap/Precast portal beam

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

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

The item includes provision of holes for lifting and filling of holes after

erection using non-shrink grout. Reinforcement, strands, cables,

anchorages and sheathing shall be paid separately. Rate includes cost of using

required dosage of admixture in concrete for obtaining required workability

as per approval of 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,

3 transporting etc, positioning and fixing on pier with cement concrete of M55 MT 1,475.35 2,350.00

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 September 2026 Page 30 of

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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.

(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:

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

GMRC September 2026 Page 31 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

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.

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 structures conforming to required

lines, grades and dimensions complete as per drawings and specifications.

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

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

not be paid separately

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

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

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

for Superstructure/Portal/Station Beams including shuttering and formwork

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

required dosage of admixture in concrete for obtaining required workability

as per approval of Engineer.

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

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

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

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

8 superstructure/Portal/Station Beams etc. including shuttering and cum 11,705.00 4,867.20

formwork etc. Reinforcement shall be paid separately. Rate shall include cost

of using required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer.

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

GMRC September 2026 Page 32 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

RCC- Beams, any other precast beams etc. into completed structures

conforming to required lines, installation of Spherical/POT PTFE/ all types of

bearings etc. as per the manual of bearing manufacturer under the

supervision of bearing 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

10 strands / cables / systems and reinforcement shall be paid separately. Rate cum 13,466.43 1,689.60

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

concrete for obtaining required workability as per approval of Engineer in

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

GFC drawings and nothing extra is payable.

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

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

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

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

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

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

not be paid separately.

GMRC September 2026 Page 33 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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.

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

13 plates etc conforming to required lines, grades and dimensions complete as MT 898.00 810.00

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

GMRC September 2026 Page 34 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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. Prestressing strands / cables / systems

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

using required dosage of admixture in concrete for obtaining required

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

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

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

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 assuming concrete density of 2.5 t/m3. Shifting

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

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.

16 Prestressing strands / cables / systems and reinforcement shall be paid cum 12,598.21 100.00

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

GMRC September 2026 Page 35 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

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

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

responsibility of contracor and shall not be paid separately.

Providing M40 grade reinforced cement concrete (as per techinical

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

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

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

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

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

18 & inserts for fixing signalling mast, curing, required dosage of admixture for cum 11,118.46 4,367.39

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

Transportation, erection and installation of precast parapets over

already erected superstructure(psc 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

GMRC September 2026 Page 36 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

20 specified. For any extra /less cement above or below the minimum specified Kg 6.21 1,50,000.00

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

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

any length including making all arrangement and conducting satisfactory

Load Testing of girder (simply supported span constructed by I-Girders),

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

application of actual design serviceable vertical load, arrangement for

measurement of deflection at various salient points of the girder and

submitting a report. The details of placement, position, increment of load

on the girder and installation of measurement devices etc and additional

measures (such as temperature measures) shall be as directed by the

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

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

submission of method statement and third party certification of the test.

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

arrangement and conducting satisfactory Load Testing of Box-girder,

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

application of actual design serviceable vertical load, arrangement for

measurement of deflection at various salient points of the girder and

22 submitting a report. The details of placement, position, increment of load Nos 2,87,681.63 3.00

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

GMRC September 2026 Page 37 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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.

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

24 submitting a report. The details of placement, position, increment of load on Nos 2,81,834.44 1.00

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 September 2026 Page 38 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

Providing TMT reinforcement steel of Fe-550D Grade conforming to

IS1786 (latest) from approved list of supplier, cost of material, royalty,

transportation, handling, storing, straightening, cutting, bending, tying,

lap/butt welding, placing in position including 18 gauge GI binding wire in

diamond form at each reinforcement junction in all structural concrete at all

heights and depths with all leads complete as directed. Rate shall also include

welding involved towards stay current protection effects as per system

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

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

drawings and technical specification as directed by Engineer-in-charge. The

rate shall also include protective coating as per technical specifications. This

item is applicable for all components of viaduct, station box area and other

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

staircases pump house etc)

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

portals, pier arm, portal beams. However, mechanical couplers are to be used

without extra cost.

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

Additional rings required for handling the rebar cage shall be the responsibility

of the contractor and shall not be paid separately.

(iii) For other structural members, lap joints are permitted for bar dia < - -

20 mm, (including 20 mm), else, mechanical couplers are to be provided,

where in rebar ends shall be cold forged with die.

(iv) The cost includes all welding and providing mechanical couplers, all types

of laps, standard laps, chair, spacers, bend deduction as per IS-SP 34 etc., as

required and nothing extra is payable on this account.

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

quantity for the purpose of processing variation of quantities.

GMRC September 2026 Page 39 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

Supplying and threading uncoated stress-relieved low relaxation steel

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

pretensioned U-girder/slab panels/T-girder/L-girder/pie girder etc. for

simply supported spans including spacers, anchorages, stressing using

approved system and all related operations to complete the work. This

item includes providing and fixing all strands, de-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, 19K15, 12K15, 7K15, 19K13, 12K13, 7K13 with

couplers & vent pipes, spacers, anchorages, stressing using 27K15, 19K15,

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

epoxy protection of anchorages and all related operations to complete the

work. (Note: the details shown on the drawing may change and nothing

extra will be paid to the contractor on this account).

GMRC September 2026 Page 40 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

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

1 bolts (class 8.8 and above) and its compatible nuts and washers. MT 1,44,480.88 330.00

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

profile and shape as called for at designated site location including loading,

transportation of all structural steel members from fabrication shop to site and

unloading; preparation of erection scheme drawings, setting of storage yard at

site if required & all equipment and operation etc.required to complete the

job.This item also includes temporary support/staging, staging braces, bracing

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

temporary foundations required for erection. This item also includes the field

bolting at erection site as per specifications including all connections required

between steel plate girder and bearings.

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

manufacturer as per contract provision. For payment purpose, nominal weight

of the girder as per drawing will only be considered.

Payment Terms shall be as follow:

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

GMRC September 2026 Page 41 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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 operations.

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

other structural members for viaduct including transition span consisting of

tubular and rolled sections profiled to require shape, inserts, plates with welded

hold fasts for walk-way, earth terminal plates, insert plates with welded hold-

fasts, internal threaded sleeves including MS bolts tightened by Torque wrench

and primer coat & three coats of enamel paint of approved make and colour

as per specification and drawing, with all lead and lifts and as per the

directions of engineer. The rate includes required surface preparation (sand

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

GMRC September 2026 Page 42 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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-802 (Part

3 II ), IS:53548 and IS:4759 and the mass of zinc coating shall not be less than 500 MT 1,11,168.75 185.06

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

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

complete. This rate also includes preparation of shop drawings procurement of

raw materials sand blasting, painting, trail assembly and all other activities.This

4 item includes all necessary equipments required to complete the job including MT 1,44,480.88 324.00

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 September 2026 Page 43 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B6 - BEARING

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.

(i) For elastomeric bearing below superstructure Cucm 0.54 2,15,85,882.36

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

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

Supply, fabrication, and installation of MS Wedge Plates including cutting,

welding, drilling, grinding and surface treatment as per approved

drawings and specifications.and Fixing of MS Wedge Plate over

Elastomeric Bearing for U-Girder.

Supplying to site lifting, installation, fixing and placing of POT Cum

PTFE Bearing and its components in position during casting of

Pier/Pedestal and superstructure, incl. grouting of holes for anchor

3 bolts and underside of base plate with approved non-shrink cementitious - - -

grout (e.g. Conbextra GP2 or equivalent) as per specification. The design

of POT cum PTFE bearings shall be done by contractor as per loads,

movements etc. given in good for construction (GFC) drawings.

(i) i) Free POT Bearing (Un-facored Design Vertical load = 1750 kN ) Nos 48,625.41 2.00

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

Un-facored Design Horizontal load =600 kN)

GMRC September 2026 Page 44 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B6 - BEARING

Item Description Unit Rate Quantity Amount (Rs.)

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

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

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

non-shrink cementitious grout as per drawing and technical

specifications.

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

Horizontal load =1670 kN

(ii) Total Number of Free Bearing Max Vertical load = 5600 kN Nos. 87,490.68 2.00

Total Number of Slide Guide Longitudinal Bearing Max Vertical load =

5600 kN and Horizontal load =1670 kN

Total Number of Slide Guide Transeverse Bearing Max Vertical load =

5600 kN and Horizontal load =1670 kN

GMRC September 2026 Page 45 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

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, 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

(d) Upper receiving cap -( hot dipped galvanised @650 g/sqm steel) for 150mm

2 Expansion Joints

Omega seal joint / Compression seal Expansion Joint

Providing and installing Omega seal joint / Compression seal Expansion Joint

(i) conforming to specification incl. provision of edge beams at end edges of RM 4,677.75 1,549.18

both adjoining precast diaphragm segments, cast in situ units and all related

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

Strip Seal Joint – Providing and installing Single strip seal joint conforming to

latest revisions of MORTH circulars incl. provision of edge beams at end edges

of precast diaphragm segments and cast in situ unit and all related operations

as required to complete the work as specified in specifications. Gap for

expansion joint installation is upto 100mm & maximum variation in gap upto ±

50mm as per instruction of engineer incharge.

GMRC September 2026 Page 46 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

Item Description Unit Rate Quantity Amount (Rs.)

Supply and fixing of 3mt x 0.855mm and 2.0mm thick FRP sheets to cover the

3 gap between the U-girders as per approved drawings and direction of Engineer- RM 2,133.86 140.00

in-charge. This rate includes Material, Labour and required machinery.

Making of Cutouts (Core Cutting) in pre constructed RCC / CC for all grades /

Block / Brick works for services required.

4.1 50 mm dia upto 250rnm long Nos 3,645.00 10.00

4.2 100 mm dia upto 250rnm long Nos 4,253.00 10.00

4.3 250 mm dia upto 250rnm long Nos 4,678.00 10.00

4.4 150 mm dia upto 250rnm long Nos 5,164.00 10.00

4.5 200 mm dia upto 250rnm long Nos 5,468.00 10.00

5 Rebaring as per below per below details

5.1 10mm dia. Rebar Fixing in 12mm dia. with hole depth of 6" Nos 224.26 130.00

5.2 12mm dia. Rebar Fixing in 14mm dia. with hole depth of 6" Nos 579.00 130.00

5.3 16mm dia. Rebar Fixing in 20mm dia. with hole depth of 6" Nos 914.37 130.00

5.4 20mm dia. Rebar Fixing in 25mm dia. with hole depth of 6" Nos 1,058.75 130.00

5.5 25mm dia. Rebar Fixing in 30mm dia. with hole depth of 6" Nos 1,469.00 130.00

5.6 32mm dia. Rebar Fixing in 38mm dia. with hole depth of 6" Nos 1,653.00 130.00

Providing and fixing of cable support GI bracket (Hot Dip Galvanized as per

drawing for laying of system cables in the platform area at elevated station. The

rate shall include cost of all required materials, Hot Dip Galvanized , fabrication,

6 transportation at site, fasteners and fixing in viaduct holes already provided by Kg 121.50 900.00

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

GMRC September 2026 Page 47 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

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

Providing, casting, supplying, transporting and erecting precast reinforced

cement concrete (RCC) boundary wall panels with RCC posts, including

9 excavation, foundation, erection, fixing of panels, jointing, finishing and all Sqmt 2,235.60 450.00

associated works, complete in all respects as per approved drawings and

instructions of the Engineer.

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

10 fixtures/supports/hangers etc. for system/roofing contractors at any location MT 1,52,741.00 3.00

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.

GMRC September 2026 Page 48 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

Item Description Unit Rate Quantity Amount (Rs.)

11.0 Masonry Work -

Providing & laying Autoclaved Aerated Cement Blocks masonry with

100mm/150mm/200mm/300mm thick AAC blocks in all levels with RCC

11.1 band at sill level and lintel level with approved block laying polymer modified Cum 6781.00 2,130.00

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 cement concrete

11.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal Sqm 366.00 72.00

Reinforced cement concrete work in beams, suspended floors, roofs having

slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window

11.3 sills, staircases and spiral stair cases up to floor five level excluding the cost of Cum 10238.00 210.00

centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement :

coarse sand : 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of

form for all heights :

11.4.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 656.00 2,145.00

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

designation 7.5 in foundation and plinth in:

11.5.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6347.00 30.00

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

11.6 designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in :

GMRC September 2026 Page 49 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

Item Description Unit Rate Quantity Amount (Rs.)

11.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8103.00 30.00

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

11.7.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 830.00 30.00

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

superstructure above plinth level up to floor V level.

11.8.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 1024.00 30.00

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 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 sources:

graded stone aggregate 20 mm nominal size derived from natural sources)

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

11.11 per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site

of laying, curing, carriage for all leads; but excluding the cost of centering,

shuttering and finishing as per direction of the engineer-in-charge; for the

following grades of concrete.

GMRC September 2026 Page 50 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

Item Description Unit Rate Quantity Amount (Rs.)

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design mix

is more than 110% of the minimum specified cement content, the contractor

shall have discretion to either re-design the mix or bear the cost of extra cement.

11.11.1 All works above plinth and upto floor V level

a) Concrete of M10 grade with minimum cement content of 220 kg /cum cum 8179.00 15.00

b) Concrete of M15 grade with minimum cement content of 240 kg /cum cum 8313.00 15.00

Providing and fixing up to floor five level precast cement concrete solid

11.12 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 sources :

graded stone aggregate 20 mm nominal size derived from natural sources).

12 Plaster work

12.1 12mm cement plaster of mix:

12.1.1 1:6 (1 cement : 6 fine sand). (at all levels and locations) Sqm 297.00 19,920.00

12.2 15 mm cement plaster on rough side of single or half brick work wall of mix:

12.2.1 1:4 (1 cement : 4 fine sand) (at all levels and locations) Sqm 356.00 7,875.00

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 16,974.00

GMRC September 2026 Page 51 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B7- MISCELLANEOUS WORK

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

13 masonry wall and RCC column / beams and the like including necessary "U" Sqm 31.50 9,720.00

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.

GMRC September 2026 Page 52 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Quantity Amount

Fabrication, Supply & Erection Of steel Trusses. Procurement and fabrication of

steel members for Steel Truss Bridge Work using structural steel plates fully

killed, normalised, copper bearing and ultrasonically tested at manufacturing stage

conforming to IS-8500- Grade B-Fe 540 HT & structural steel rolled section

(conforming to IS- 2062-Grade B Fe 410) 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 location as shown in tender drawing. 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 specifications. This item

includes all necessary equipments required to complete the job including

procurement, testing and supply of HTS/HSFG bolts (class 8.8) and its compatible

nuts and washers.

This item also include erection of the fabricated steel truss structure to the required

profile and shape as called for at designated site location including loading,

transportation of all structural steel members from fabrication shop to site and

unloading; preparation of erection scheme drawings,setting of storage yard at site

if required & all equipment and operation etc.required to complete the job.This

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

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

foundations required for erection and launching nose and launching of steel

truss.This item also includes the field bolting at erection site as per specifications

including all connections required between steel truss and bearings.

The fabrication of steel trusses shall be as per RDSO Quality Assurance Plan (QAP)

or equivalent as approve by Engineer in Charge

GMRC September 2026 Page 53 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Quantity Amount

For payment purpose, nominal weight of the girder as per drawing will only be

(a) Using structural steel plates conforming to IS-8500 -Grade B Fe 540 HT including

Payment Terms shall be as follow:

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

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

inspection and approval.

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

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

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 September 2026 Page 54 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

Schedule C - Provisional Sum

Item Description Unit Rate Quantity Amount (Rs.)

Schedule-C1 Road works Item under R&B SOR 2023-24 LS 6,00,00,000 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:

i) R&B SOR 2023-24

Schedule-C2 ii) GWSSB SOR 2022-23 LS 9,00,00,000 1

(The rate to be paid shall be as per rates mentioned in above

SOR excluding GST)

GMRC September 2026 Page 55 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE:-D1 (ELECTRCAL SYSTEM WORKS)

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

TOTAL AMOUNT OF SCHEDULE D1: ELECTRCAL SYSTEM

GMRC September 2026 Page 56 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

SWITCH BOARDS/PANELS

Design, Fabrication, Assembling, Wiring, Supply,

installation, testing & commissioning of LT Panels

fabricated out of CRCA sheet steel 2 mm thick for

structural members and 1.6 mm thick for doors and covers

in cubical compartmentalized free standing floor

mounted, dust and vermin proof with reinforcement of

suitable size ISA / ISMC / ISMB / flats wherever

necessary. Panels shall be treated with all anticorrosive

process and powder coated (Minimum thickness

micron) with approved shade. Panels shall be suitable for

415V, 3 phase, 4 wire, 50 Hz power supply system to

withstand rated symmetrical fault level at 415 V

including interconnections, bonding to earth etc. Panels

shall be provided with 25% spare space, space heaters,

compartmental lights, lifting hooks as required and 2 Nos

of Earthing Terminals. All inter wiring shall be with

suitable stranded copper conductor FRLSH insulated

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

hardwares with Zinc passivation shall be used.

a The Electrical Panels shall be a minimum of Form 4b

type Type 5 in accordance with BS EN61439-1/IEC

GMRC September 2026 Page 57 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

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 Engineer.

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

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.

GMRC September 2026 Page 58 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

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

GMRC September 2026 Page 59 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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.

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.

GMRC September 2026 Page 60 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

p All incomer ACB's shall be provided with minimum

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

r The panels shall be provided with polymer based fire

trace tube system. Scheme of fire trace tube system shall

be got approved by GMRCL Engineer before proceeding

with manufacturing and assembly. Cost for this item shall

be paid under suitable Item of Fire fighting works.

Contractor shall interface with OEM of panel and Panel

flooding system and ensure that the provision is made

during fabrication of panel itself.

s Internal control wiring in the Starters shall be done with

FRLSH PVC insulated cables of adequate size. Internal

wiring, contactors, relay contacts, push button contacts

should be rated not less than 2.5 sq. mm. All MCCB shall

be motorized with RS 485 type communication port for

BMS/SCADA functioning.

GMRC September 2026 Page 61 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

u Switch boards / panels shall be provided with Automatic

clean agent gas flooding arrangement with a fire detection

tube system, as per the specifications complying with the

latest Indian Standards (IS:15517) and NFPA-2001. An

Automatic gas flooding system shall be provided with

manual overriding system with regulated valve

arrangement including control & Monitoring module for

opening or closing the cylinder as and when it is called

for. A bank of clean agent gas cylinders with necessary

tubing shall be provided.

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

data of Status, Control & Monitoring through

Ethernet/TCP IP Port / RS 485 through open protocol

(IEC 60870-5104 shall be preferred),

w The Digital Multifunction meter shall have inbuilt bar

graph for showing the percentage loading in each phase

and inbuilt LCD display to show all the power parameters

like A, V, W, VAR, VA, Wh, Vah, VARh & Hz. with

BMS connectivity.

x All motorized MCCBs /ASTS MCCBs to be provided

with 230V, 50Hz control supply as required including

conversion needed if any from UPS DB.

y The schematic drawings are to be read in conjunction

with BOQ & Technical specifications.

GMRC September 2026 Page 62 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

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 drop norms.

aa All switch boards/ panels shall be provided with

necessary Surge Protection for Transient Over Voltages

due to Lightning and switching surges shall be

incorporated with suitable rating Surge Arresters under

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

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

panels meeting application duty requirement provided

with insulations/ bus bar supports system withstanding the

thermo dynamic stresses

ac All panel shall have IP 54 protection for indoor

application and IP 65 for outdoor application.

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

Distribution Boards to meet all functional requirement as

per IEC 61643-12 or latest.

1.1 MAIN DISTRIBUTION BOARD (MDB)

A Transformer - I Incoming

GMRC September 2026 Page 63 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

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

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

GMRC September 2026 Page 64 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

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

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

GMRC September 2026 Page 65 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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 &

B Transformer - II Incoming

1 No. of 1000 A, 415V, 50kA, 4P Electrically operated

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

built in Microprocessor based release unit for Over

Current, Short circuit and earth fault protection with

adjustable setting and time log facility for each of the fault

for achieving discrimination along with distinct fault

indication through LED display. ACB shall be provided

with continuous rated shunt trip release suitable for

VAC operation, suitable handles to operate ACB

manually and spring charging device suitable for 1 phase,

240 VAC operation, NO/NC contacts for interlocks and

indications. ACB shall have in-built compatibility through

open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

GMRC September 2026 Page 66 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

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

with 15 VA Burden & Class 5 P10 for protection

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

with 15VA burden and Class 1 for measurement

GMRC September 2026 Page 67 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

15VA burden and Class 1 for APFC relay /AHF.

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

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

xi) 1 set of Instantaneous Over Currrent 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

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 &

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

operated (fully motorized) fully draw out (EODO) type

GMRC September 2026 Page 68 of

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SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

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 &

iv) Two incomers shall be interlocked electrically &

mechanically, so as only any 02 out of 03 ACBs can be

closed at any time.

GMRC September 2026 Page 69 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >1000 A as per specification,

suitable to withstand symmetrical fault level of 50 kA at

415 V with 100% rated neutral busbar.

a) 1 nos. 400A, 415V, Ics=35 kA, Four pole MCCB with

variable overcurrent, short circuit and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps, & 3 nos. cast resin current transformers of 400/5

ratio with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch.

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

variable overcurrent, short circuit and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps, & 3 nos. cast resin current transformers of 250/5

ratio with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch .

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

variable overcurrent, short circuit, and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps, 3 nos. cast resin current transformers of 160/5 ratio

with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch.

GMRC September 2026 Page 70 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

d) 1 nos. 100A, 415V, Ics=35 kA, Four Pole MCCB with

variable overcurrent, short circuit and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps & 3 nos. cast resin current transformers of 100/5

ratio with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch

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

variable overcurrent, short circuit and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps & 3 nos. cast resin current transformers of 400/5

ratio with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch.

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

variable overcurrent, short circuit and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps & 3 nos. cast resin current transformers of 160/5

ratio with 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

GMRC September 2026 Page 71 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

ratio with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch.

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

variable overcurrent, short circuit and earth fault releases

& each having 1- set Red/Green ON/OFF indicating

lamps & 3 nos. cast resin current transformers of 100/5

ratio with 15 VA Burden & Class 1.0 for Ammeter with

Ammeter selector Switch.

SITC of MAIN DISTRIBUTION BOARD (MDB) No. 46,88,654.00 3.00

1.2 Emergency Main Distribution Board (EMDB)

A Incomer (Normal supply)

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

Motorised MCCB complete with variable overcurrent

ans short circuit releases for Normal supply.

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

Motorised MCCB complete with variable overcurrent

ans short circuit releases for Normal supply.

c) Automatic changeover system complete

GMRC September 2026 Page 72 of

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SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

B INCOMING FROM DG PANEL

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

complete with variable overcurrent ans short circuit and

short circuit releases for Normal supply.

b) Automatic changeover system complete

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at > 400 A as per specification,

suitable to withstand symmetrical fault level of 35 kA at

415 V with 100% rated neutral busbar.

a) All incomers shall be interlocked electrically &

mechanically with contactor based automatic changeover

system so that only one supply is switched on at a time

and fail safe restoration.

D Outgoing Units

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

neutral and variable overcurrent, short circuit and earth

fault releases with 1 set each of MCB controlled Breaker

ON/OFF/TRIP and phase indicating lamps.

b) 2 no. 200 A, 415V, Ics=35 kA, TPN MCCB with fixed

neutral and and variable overcurrent, short circuit and

GMRC September 2026 Page 73 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

earth fault releases with 1 set each of MCB controlled

Breaker ON/OFF/TRIP and phase indicating lamps.

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 lamps.

1 No, 230V, AC operated integral type Digital meter

with RS485 port for measuring Amps ,Voltage, Energy,

kWH, kVAR, frequency, Maximum Demand & power

factor etc conforming to specifications, latest IEC/ EMC

and EMI standards/criterion, with necessary Circuit

MCBs and suitable size summating CTs for above

incomers metering supporting SCADA/BMS

connectivity.To be equipped with source power sensing,

automatic changeover, 3-phase Under-voltage protection,

Phase Sequence Protection and test facility inbuilt in the

controller and RS 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.

GMRC September 2026 Page 74 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

required to measure and display the Electrical quantities

like, Current, Voltage, Active Energy-KWH, Reactive

Energy-kVAH, frequency, Maximum Demand-

KVA/KW, Total Hormonic Distortion & power factor

etc. with facility conforming to specifications and latest

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

Required set of CTs, MCBs and Accessories

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

Required set of MCBs and Accessories

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

indicating lamps.

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

vi) Auxiliary contacts required for necessary interlocking of

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.

GMRC September 2026 Page 75 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

ix) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

SITC of Emergency Main Distribution Board No. 27,42,942.60 3.00

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)

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

GMRC September 2026 Page 76 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

iv) Amber healthy trip indicating lamps

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

with 15VA burden and Class 1.0 for measurement

vi) Auxiliary contacts required for necessary interlocking.

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

Distribution Boards to meet all functional requirement as

per IEC 61643-12 or latest.

viii) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

GMRC September 2026 Page 77 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >100 A as per specification,

suitable to withstand symmetrical fault level of 25 kA at

415 V with 100% rated neutral busbar.

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

neutral and variable overcurrent, short circuit releases.

Suitably rated AC3 Duty power contactor of with

necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto/ manual selector switch,

set of MCB controlled Breaker ON/OFF/TRIP indicating

lamps, complete as required and approved.

SITC of Main Lighting & Power panel (MLPP) No. 5,95,785.85 3.00

1.4 Design, Supply, installation, testing commissioning of

Emergency (UPS) Power panel complete as per

specifications & Drawing with following:

Emergency (UPS) Power panel (UPP)

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

Microprocessor based release unit for Over Current, Short

circuit and earth fault protection with adjustable settings.

The breaking capacity of MCCB shall be Icw=Icu. MCCB

shall have in built compatibility through open protocol

GMRC September 2026 Page 78 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

GMRC September 2026 Page 79 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

vii) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >63 A as per specification,

suitable to withstand symmetrical fault level of 25 kA at

415 V with 100% rated neutral busbar.

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

and variable overcurrent & short circuit releases. Suitably

rated AC3 Duty power contactor of with necessary NO &

NC auxiliary contacts as required for operation through

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

controlled Breaker ON/OFF/TRIP indicating lamps,

complete as required 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.

GMRC September 2026 Page 80 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

and variable overcurrent & short circuit releases. Suitably

rated AC3 Duty power contactor of with necessary NO &

NC auxiliary contacts as required for operation through

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

controlled Breaker ON/OFF/TRIP indicating lamps,

complete as required and approved.

SITC of Emergency (UPS) Power panel (EPP) No. 7,98,368.60 3.00

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)

GMRC September 2026 Page 81 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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 indication etc. as

per drawing and specifications each along with following.

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

required to measure and display the Electrical quantities

like, Current, Voltage, Active Energy-KWH, Reactive

Energy-kVAH, frequency, Maximum Demand-

KVA/KW, Total Hormonic Distortion & power factor

etc. with facility conforming to specifications and latest

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

with 15VA burden and Class 1.0 for measurement

GMRC September 2026 Page 82 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

indicating lamps.

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

v) Auxiliary contacts required for necessary interlocking of

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 &

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

V. The neutral busbar is to be of capacity as phases

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

neutral and with variable overcurrent and short circuit

GMRC September 2026 Page 83 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

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

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

Ammeter with selector switch with necessary Circuit

MCBs and with suitable size, 1 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

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

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

Star‐Delta starters of Suitable rating (1 no jockey pump)

with potential free contacts for remote monitoring and

control, having the following items for each:

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

Ammeter with selector switch with necessary Circuit

GMRC September 2026 Page 84 of

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SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

MCBs and with suitable size, 1 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

c1) 3.5 KW Star-Delta Starter (2 No Borewell pump)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, 1 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

GMRC September 2026 Page 85 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

D Auxiliary relay shall be provided which shall be activated

by pressure switch for remote monitoring.

SITC of Fire & Water Pump Panel (FWP) No. 13,75,646.55 3.00

1.6 Design, Supply, installation, testing commissioning of

Escalator Power Panel (ESPP) complete as per

specifications, Drawing and as per following details:

1.6.1 Escalator Power Panel (ESPP)

a) 2 No. of 250 A, 415V, 35kA, 4P MCCB with changeover

switch with E/M interlocking built in Microprocessor

based release unit for Over Current, Short circuit and earth

fault protection with adjustable settings.The breaking

capacity of MCCB shall be Icw=Icu. MCCB shall have in

built compatibility through open protocol like Modbus for

SCADA/BMS connectivity (RS485) along with following

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

measure and display the Electrical quantities like, Current,

Voltage, Active Energy-KWH, Reactive Energy-kVAH,

frequency, Maximum Demand-KVA/KW, Total

Hormonic Distortion & power factor etc. with facility

conforming to specifications and latest IEC standards.

MFM shall have in built compatibility through open

GMRC September 2026 Page 86 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

protocol like Modbus for SCADA/BMS connectivity

(RS485) and all required accessories.

vii) 3 Nos. of cast resin current transformers of 250/5 ratio

with 15VA burden and Class 1.0 for measurement

ii) Auxiliary contacts required for necessary interlocking.

iii) Class-B SPDs shall be provided in all panels and

Distribution Boards to meet all functional requirement as

per IEC 61643-12 or latest.

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

indicating lamps.

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

vi) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >250 A as per specification,

GMRC September 2026 Page 87 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

suitable to withstand symmetrical fault level of 35 kA at

415 V with 100% rated neutral busbar.

a) 8 Nos. of 63A, 415V, 25kA, TPN MCCB, with fixed

neutral and variable overcurrent & short circuit releases.

Suitably rated AC3 Duty power contactor of with

necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto / manual selector switch,

set of MCB controlled Breaker ON/OFF/TRIP indicating

lamps, complete as required and approved.

SITC of Escalator Power Panel (ESPP) No. 12,50,785.20 3.00

1.7 Design, Supply, installation, testing commissioning of

Commercial Power Panel (CPP) complete as per

specification, Drawing and as per following details:

1.7.1 Commercial Power Panel (CPP)

2 No. of 160 A, 415V, 25kA, 4P MCCB with changeover

switch built in Microprocessor based release unit for Over

Current, Short circuit and earth fault protection with

adjustable settings. The breaking capacity of MCCB shall

be Icw=Icu. MCCB shall have in built compatibility

GMRC September 2026 Page 88 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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.

vii) 3 Nos. of cast resin current transformers of 160/5 ratio

with 15VA burden and Class 1.0 for measurement

ii) Auxiliary contacts required for necessary interlocking.

iii) Class-B SPDs shall be provided in all panels and

Distribution Boards to meet all functional requirement as

per IEC 61643-12 or latest.

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

indicating lamps.

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

GMRC September 2026 Page 89 of

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SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

vi) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >160 A as per specification,

suitable with stand symmetrical fault level of 25kA at

V. The neutral busbar is to be of same capacity as phases.

a) 1 no. 125 A Ics=15 kA, 415V, 1 No. KWH meter & TPN

MCCB C-Curve each having indication lamps to give

ON/OFF/TRIP status.

b) 2 nos. 63 A Ics=15 kA, 415V, 1 No. KWH meter & TPN

MCCB C-Curve each having indication lamps to give

ON/OFF/TRIP status.

C) 2 nos.32A Ics=10 kA, 230V, 1 No. KWH meter & DP

MCB C-Curve each having indication lamps to give

ON/OFF/TRIP status.

d) 7 nos. 20A Ics=10 kA, 230V, 1 No. KWH meter & DP

MCB C-Curve each having indication lamps to give

ON/OFF/TRIP status.

GMRC September 2026 Page 90 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

a) 1 No. in each outgoing, Electronic Energy Meter with RS-

485 port for measuring Current, Voltage Active and

reactive Energy, Maximum Demand & Power factor etc.

with TOD facility with suitable size of CT's for each of

the outgoing feeder with locking arrangement.

b) 1 no. in each outgoing, KWH digital energy meter with

requisite class CT

SITC of Commercial Power Panel (CPP) No. 11,95,550.30 3.00

1.8 Design, Supply, installation, testing commissioning of

A/C Power Panel (ACPP) complete as per

specifications, Drawings and as per following details:

1.8.1 A/C Power Panel (ACPP) as per specifications,

Drawing and as per following details:

a) 2 No. of 250 A, 415V, 35kA, 4P MCCB with changeover

switch built in Microprocessor based release unit for Over

Current, Short circuit and earth fault protection with

adjustable settings. The breaking capacity of MCCB shall

be Icw=Icu. MCCB shall have in built compatibility

through open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

GMRC September 2026 Page 91 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

required to measure and display the Electrical quantities

like, Current, Voltage, Active Energy-KWH, Reactive

Energy-kVAH, frequency, Maximum Demand-

KVA/KW, Total Hormonic Distortion & power factor

etc. with facility conforming to specifications and latest

IEC standards. MFM shall have in built compatibility

through open protocol like Modbus for SCADA/BMS

connectivity (RS485) and all required accessories.

ii) Auxiliary contacts required for necessary interlocking.

iii) Class-B, SPDs shall be provided in panel as per IEC

61643-12 or latest.

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

indicating lamps.

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

vi) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

vii) 3 Nos. of cast resin current transformers of 250/5 ratio

with 15VA burden and Class 1.0 for measurement

GMRC September 2026 Page 92 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >160 A suitable to with stand

symmetrical fault level of 35kA at 415 V. The neutral

busbar is to be of same size as phases.

a) 2 no.160A, 415V, Ics=25 kA, 4P MCCB’s(Motor Duty)

with indicating lamps on each phase to give indications.

b) 2 no. 63A, 415V, Ics=25 kA, TPN MCCB’s with

indicating lamps (red) on each phase to give indications.

c) 2 no. 20A, 230V, Ics=10 kA, DP MCB’s with indicating

lamps (red) on each phase to give indications.

SITC of A/C Power Panel (ACPP) No. 7,17,062.85 3.00

1.9 Design, Supply, installation, testing commissioning of

Essential lighitng and power panel for Emergency

lighting which is fed from DG set. complete as per

specifications & Drawing with following:

1.9.1 Essential Lighting and Power Panel(ELPP)

A Incomer (from EMDB)

1 No. of 63 A, 415V, 25kA, 4P MCCB with built in

Microprocessor based release unit for Over Current, Short

circuit and earth fault protection with adjustable settings.

The breaking capacity of MCCB shall be Icw=Icu. MCCB

GMRC September 2026 Page 93 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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) 1 set of MCB controlled Breaker ON/OFF/TRIP

indicating lamps.

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

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.

GMRC September 2026 Page 94 of

TENDER NO. GMRC/CONS/VDCT+STNS/SURAT/PH-1 EXT./2026 BOQ

SCHEDULE: -D1 (ELECTRCAL SYSTEM WORKS)

S.No Description of Item Unit Rate QUANTITY Amount

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

Distribution Boards to meet all functional requirement as

per IEC 61643-12 or latest.

viii) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

Electrolytic high conductivity tinned copper three phase

and neutral busbars rated at >63 A as per specification,

suitable to withstand symmetrical fault level of 25 kA at

415 V with 100% rated neutral busbar.

4 Nos. of 10A/20A , 415V, 10kA, TPN MCB, with fixed

neutral and variable overcurrent, short circuit releases.

Suitably rated AC3 Duty power contactor of with

necessary NO & NC auxiliary contacts as required for

operation through BMS, Auto/ manual selector switch,

set of MCB controlled Breaker ON/OFF/TRIP indicating

lamps, complete as required and approved.

SITC of Essential Lighting & Power panel (ELPP) No. 7,98,368.60 3.00