Construction of 6.56 km Elevated Viaduct from APMC to New Faisal Nagar, including 5 Nos. Elevated Stations of Ahmedabad Metro Rail Project

Bill of Quantity (BOQ)

Gujarat Metro Rail Corporation (GMRC) Limited

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

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

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

Sector 10/A, Gandhinagar:

Corporate Identification No (CIN): U60200GJ2010SGC059407

GMRC October 2026 Page 1 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

PREAMBLE AND GENERAL REQUIREMENTS FOR ELEVATED SECTION

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

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

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

Tender Document.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

pages and at the end of schedule.

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

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

Provisional Sum Schedule as per below preference.

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

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

The rates in BOQ are exclusive of GST (18%) and custom duties but including all other Taxes and cess, octroi

5. etc. as on date of submission.

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

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

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

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

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

made before quoting rates in the Bill of Quantities.

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

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

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

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

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

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

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

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

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

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

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

GMRC October 2026 Page 2 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

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

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

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

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

or as directed by the structural designer.

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

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

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

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

17. approved from the Engineer-in-charge.

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

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

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

19. in the Contract Document.

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

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

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

considered included in the bid.

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

21. specification of the complete installation by licensed agencies.

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

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

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

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

work shall be got approved from Engineer in charge.

For all type of cement concrete work rate shall inclusive of

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

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

operations, etc.

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

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

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

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

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

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

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

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

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

and residual sizes)

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

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

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

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

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

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

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

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

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

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

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

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

GMRC October 2026 Page 3 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

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

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

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

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

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

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

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

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

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

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

relevant terms and conditions of the Tender.

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

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

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

used for comparative evaluation of the Tenders.

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

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

government taxes, cesses and levies.

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

31. N Procurement Portal and nowhere else.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

cost / commercials.

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

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

accepted the material shall not be supplied at site.

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

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

location weather local / abroad.

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

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

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

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

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

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

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

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

GMRC October 2026 Page 4 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

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

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

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

payment shall be made for the supply of fuel.

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

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

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

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

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

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

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

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

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

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

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

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

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

1) ⁠65% on supply and delivery

2) ⁠10% on installation

3) 15% on testing and commissioning

4) 5% on integrated testing and commissioning

5) 5% on taking over

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

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

submission of the service report and invoice.

GMRC October 2026 Page 5 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Name of Work: Construction of 6.56 km elevated viaduct from APMC Station to New Faisal nagar Station, including construction of 5 elevated stations of

Ahmedabad Metro Rail Project.

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

Total Amount (INR)

Total Amount (INR)

(including percent above

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

/ below / at par of

Amount At Par Value)

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

1 Schedule-A General

2 Schedule -B1 Foundation Work

3 Schedule -B2 Cast in Situ Concrete Work

4 Schedule -B3 Precast Concrete Work

5 Schedule -B4 Reinforcement and Prestressing Steel

6 Schedule -B5 Structural Steel

7 Schedule -B6 Bearing

8 Schedule -B7 Miscellaneous Work

9 Schedule -B8 Sabarmati River Bridge

GMRC October 2026 Page 6 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Name of Work: Construction of 6.56 km elevated viaduct from APMC Station to New Faisal nagar Station, including construction of 5 elevated stations of

Ahmedabad Metro Rail Project.

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

Total Amount (INR)

Total Amount (INR)

(including percent above

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

S No / below / at par of

Amount At Par Value)

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

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

15 Schedule -D4 Building Management System Works

GMRC October 2026 Page 7 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Name of Work: Construction of 6.56 km elevated viaduct from APMC Station to New Faisal nagar Station, including construction of 5 elevated stations of

Ahmedabad Metro Rail Project.

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

Total Amount (INR)

Total Amount (INR)

(including percent above

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

S No / below / at par of

Amount At Par Value)

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

Comprehensive Annual Maintenance for

16 Schedule -D5 Years for completed Electrical and

Mechanical system works.

Provisional Sum for Electrical System, Fire

Alarm System & Fire Fighting System, Air

17 Schedule -D6 Conditioning and Ventilation System,

Building Management System and

Miscellaneous Works.

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

D1, D2, D3, D4, D5 and D6

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

shall be Considered for Tender Evaluation.

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

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

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

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

GMRC October 2026 Page 8 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule A - General Items

Item Description Item Unit Unit Rate 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

& horizontal clearances and establishing triangulation points

and bench marks for the elevated corridor including corrections,

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

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

approval of all control points and submission of drawings.

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

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

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

completion of work along with the final bill.

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

approval of all control points and submission of drawings.

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

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

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

completion of work along with the final bill.

GMRC October 2026 Page 9 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 1mm thick fixed with steel frame as per

drawing, painting (including primer of approved quality) with

synthetic enamel paint of approved color, quality and brand,

writing lettering and logo of Metro including maintenance of the

same duly cleaning the same on fortnightly basis and painting if

required, arrangement for blinker lights/ rope light on

barricades during night as per requirement and as per the

instruction of the Engineer-in-charge. During the construction,

barricading has to be kept continuously. Nothing extra will be

paid for dismantling and re-erecting the barricades within

contract boudry. There should not be any opening at the end of

barricade except at locations approved by Engineer-in-charge.

(Barricading for road widening work shall be measured

separately). Barricading may be required to be shifted laterally

number of times as per site requirements/sequence of works

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

variation in weight per RM, the prorata rate adjustment will be

made for 70% of cost

GMRC October 2026 Page 10 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

and pier caps, portal beams, superstructure complete , till

completion of entire superstructure.

(iii) While erecting barricade, the bottom gap between

barricade and road should be plugged with cement concrete

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

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

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

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

position at the work spot.

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

the property of the contractor.

(vi) Replacement of damaged barricades shall be done by

contractor at his own cost. Nothig shall be payable extra.

It is specifically highlighted that barricading during construction

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

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

station areas and on curves, the barricading width and placing

shall be as approved by the Engineer in consulation with the

traffic management.

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

barricade and 30% on removal of barricade as per the

instructions of Engineer in-charge.

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

GMRC October 2026 Page 11 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

Submit colour photographs (Ground/Aerial by Drone) of the

works as directed by the Engineer-in-charge and supply at

monthly intervals, or as instructed by the Engineer-in-charge.

3 Per month 1,989.00 32.00

One set shall comprise one soft copy with three copies of prints

(hard copy in Glossy paper) of each photograph of size not less

than 225 x 175 mm each. (40 to 50 nos per month).

Supply of Gorund/Aerial by Drone video and DVDs/pendrive of

180 minutes duration comprising one master copy and one extra

4 Per month 9,945.00 32.00

copy as per technical specifications showing the progress of

works as directed by Engineer-in-charge.

Providing furnished office accommodation at site for the use of

site engineer and his supporting staff approximately of 700 sqm

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

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

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

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

Engineer-in-charge.

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

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

shown in the "Employers requirement".

2) This furnished accommodation shall be provided by the

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

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

only the actual expenditure incurred for operating this item. No

extra payment will be allowed.

GMRC October 2026 Page 12 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Cutting, transporting of trees including primary root, stacking

6 and handing over to the concerned department as per - -

instruction of Engineer-in-charge.

(i) Girth upto 30cm Nos. 422.50 100.00

(ii) Girth more than 30cm but upto 50cm Nos. 422.50 100.00

(iii) Girth more than 50cm but upto 75cm Nos. 757.90 100.00

(iv) Girth more than 75cm but upto 1.25m Nos. 1,470.30 100.00

(v) Girth more than 1.25m but upto 2.4m Nos. 2,536.30 100.00

(vi) Girth More than 2.4m Nos. 3,043.30 100.00

Transplanting the marked trees of various species and girth to

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

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

& machinery and necessary preparation such as preparation of

earth ball of tree roots of desired depth & diameters, dislodging,

lifting, transportation and transplanting tree from original place

to the new place including all arrangements, tools & plants,

labour etc., for successfully completing the work. The work

includes excavating pits of adequate size, arranging loose soil,

mixing of manure, fertilizer, insecticides etc., to ensure survival

of the trees being transplanted. Maintenance of tree i.e.,

watering, manuring, soil heaping, spray of insecticides shall be

done for one year. All above operations shall be executed as per

(i) Girth upto 30cm Nos. 11,271.00 100.00

(ii) Girth more than 30cm but upto 50cm Nos. 12,994.80 100.00

(iii) Girth more than 50cm but upto 75cm Nos. 14,586.00 100.00

(iv) Girth more than 75cm but upto 1.25m Nos. 16,177.20 70.00

(v) Girth more than 1.25m but upto 2.4m Nos. 19,492.20 70.00

(vi) Girth More than 2.4m Nos. 24,265.80 70.00

GMRC October 2026 Page 13 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Stage wise payment for the work will be as following:

30% after trees transplanted.

40% after sprouting & establishment of trees

30% after completion of maintenance period of one year.

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

5 km for all girth for transportation (per km)

Carryout Geo-technical investigation work (as and where

required) including exploratory drilling of 150 mm dia boreholes

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

depth as mentioned, collecting undisturbed samples and

conducting standard penetration tests alternate at an interval of

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

8 for all type of classification and determination of soil parameters RM 1,989.00 1,200.00

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 sensitive Heat vacuum applicator. Logos

and Borders may be out of cut-sheet or screen printing with

appropriate ink which should also have 7 years warranty. The

Retro Reflective traffic sign boards using high intensity Tape

should have MS angle support of size 25 x 25 x 3 mm or 35 x

x 4 mm depending upon the size.

GMRC October 2026 Page 14 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Providing and fixing and maintaining the road

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

Road delineator - Supply of Rectangular Metal Delineator (Black

colour Rectangular Delineator with high intensity Reflective

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

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 1,127.10 520.00

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

Cone Colour: Red Colour (UV stabilized)

Body Material: Low Density Poly Ethylene

Reflective Part: 1 No. White colour Engineering Grade Reflective

band of 125 mm width all around.

GMRC October 2026 Page 15 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

complete. In addition, the items shall comply with the

regulations and Tender Specifications. After completion of the

entire work, all the items will be the property of the contractor

and he is also responsible for shifting all such release materials

away from the site.

Deployment of adequate manpower for 8hrs shift for day and

night management of traffic at intersection, roadway influenced -

by contractor and traffic diversions at various levels.

In-charge-(minimum 1) shift 1,127.10 2,880.00

Supervisor-(minimum 2) shift 981.24 5,760.00

Traffic Guards-(maximum 50 man days per day) shift 928.20 46,080.00

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

and Traffic Police. The personnel at above should be familiar

with traffic rules and regulations the traffic signals and road

delineators shall be placed as per approved plan and shall be

prepared as per relevant code and Ahmedabad/Gandhinagar

Traffic Police guideline.

Note 1:-The stage payment for the item is as follows: - -

(i) Submission and approval of the Traffic Management plan

form Traffic Police, local authority, GMRCL and deployment of

the Traffic Marshal and traffic signage's etc. along the stretch. -

10% accepted rate

In-charge-(minimum 1) shift - -

Supervisor-(minimum 4) shift - -

Traffic Guards-(maximum 50 man days per day) shift - -

(ii) Completion of the Piling work and Pile cap work- 30% of the

In-charge-(minimum 1) shift - -

Supervisor-(minimum 4) shift - -

GMRC October 2026 Page 16 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Traffic Guards-(maximum 50 man days per day) shift - -

(iii) Completion of Pier and pier cap work- 30% of the accepted

In-charge-(minimum 1) shift - -

Supervisor-(minimum 4) shift - -

Traffic Guards-(maximum 50 man days per day) shift - -

(iv) Completion of Launching of Superstrucure- 10% of the

In-charge-(minimum 1) shift - -

Supervisor-(minimum 4) shift - -

Traffic Guards-(maximum 50 man days per day) shift - -

(v) Completion of entire work and restoring the Traffic to the

original condition - 20% of the accepted rate

In-charge-(minimum 1) shift - -

Supervisor-(minimum 4) shift - -

Traffic Guards-(maximum 50 man days per day) shift - -

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, 150 mm thick RCC top slab with

steel reinforcement, centering and shuttering 1 no. precast RCC

EHD manhole cover & frame, with 8 mm thick plastic

encapsulated foot rest at the rate of 300mm c/c, 400 mm thick

fine sand and 600mm thick stone aggregate (6mm to 40mm

nominal size), at bottom level complete as per detail drawings,

nothing extra will be paid

GMRC October 2026 Page 17 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate 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 359.00 9,430.00

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 separae item no .I.A.1

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, 6m deep at pile locations to find out underground

utilities as directed by Engineer in charge.

GMRC October 2026 Page 18 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 1,440.00

3.2 For 1000mm dia Pile RM 9,048.91 28,500.00

GMRC October 2026 Page 19 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

3.2 For 1200mm dia Pile RM 12,387.06 18,000.00

Extra over item no B.3 (above) for providing M40 grade concrete for pile

3.4 instead of M35 grade concrete. (Minimum cement content shall be 390 cum 350.83 500.00

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-in-

4 situ piles wherever required as per approved construction drawings and MT 1,04,401.90 95.00

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 testing at the

5 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 3.00

(ii) 1000 mm dia pile (Test load of 1200MT) Nos. 10,23,099.00 7.00

(iii) 1200 mm dia pile (Test load of 1800MT) Nos. 14,10,335.85 5.00

GMRC October 2026 Page 20 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 3.00

(ii) 1000 mm dia pile (Test load of 50MT) Nos. 96,478.59 7.00

(iii) 1200 mm dia pile (Test load of 63MT) Nos. 96,478.59 5.00

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 9.00

(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 reports.

8 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.

GMRC October 2026 Page 21 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

(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 9.00

(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 1,550.00

(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 pile

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 4,735.93 980.00

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

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

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

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

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

staircases pump house, FOB's 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.

GMRC October 2026 Page 22 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

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

cap including excavation through existing concrete/ water bound macadam

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

old structures below ground as encountered of all thickness including

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

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

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

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

compactor. The Cost includes cutting/chipping of pile up to cut off level or up

to good concrete and built up of pile up to required level. The cost includes

12 loading, unloading and disposal of surplus excavated material along with pile cum 6,948.92 17,287.00

heads using covered trucks to contractor's dumping yard, / disposal of surplus

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

in-charge or anyother dumping ground as directed by Engineer within 40 Km

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

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

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

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

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

after disposal of excavated material including pile head material at contractor's

dumping yard and 3 % of the amount shall be released after restoration works

on pile caps). Rate includes restoration of road work over the excavation zone

for pile cap i.e. GSB and WMM over sand filling as per the instruction of the

(i) 94% on pile Cap casting -

(ii) 3% on disposal exavted material -

(iii) 3% on restoration work -

GMRC October 2026 Page 23 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 1,260.00

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 4 of

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

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

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

existing concrete/ water bound macadam road / bituminous road /

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

ground as encountered of all thickness including dismantling other

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

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

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

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

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

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

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

ensure that during transportation the carried material does not spill out.

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

required dosage of admixture in concrete for obtaining required workability as

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

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

including pile head material at contractor's dumping yard and 3 % of the

amount shall be released after completing road restoration works. Rate

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

content shall be 380 kg/cum of concrete)

GMRC October 2026 Page 24 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 350.83 660.00

kg/cum of concrete)

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

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

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

GMRC October 2026 Page 25 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Amount (Rs.)

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

technical specification) for reinforced cement concrete crash

barrier/pier protection all round the pier leaving a gap of 25mm min

between and following the pier shape exactly on at grade road as

specified in drawings, including centering, shuttering, compaction,

scaffolding, curing and all related operations as required to complete

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

compressible filler board of high density as directed by Engineer in

charge or as per GFC drawings. Rate includes the cost of required

dosage of admixture in concrete for obtaining required

workability and cost of compressible fibre board or coarse sand as

per specification and approval of Engineer in charge.Reinforcement

will be paid separately.

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

GMRC October 2026 Page 26 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

& cantilever pier, Column from concourse slab to platform level)

etc and column for stations including shuttering scaffolding and all

related operations required to complete the work at all levels

including centering, shuttering, propping, staging, scaffolding,

compaction, curing, necessary tools, plants, machinery and all

related operations etc.for all heights using steel material for

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

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

cost of providing grooves if required (the ribs/grooves in pier

shutter if required, shall be as per drawing). Reinforcement shall

be paid separately. Rate includes cost of using required dosage

of admixture in concrete for obtaining required workability,

curing compound as per specification & approval of Engineer in

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

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

junction of " pile cap-pier" and at the top surface of the starter of

pier (which is normally less than 2m length), cold joints are

unavoidable. In that case old concrete surface should have

adequate shear keys depressions,reinforced dowels and a layer

of concrete bonding compound. Concrete retarder compound may

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

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

agents/methods. However if any additional cold joints are

unavoidable due to the reasons not beyond the control of

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

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

GMRC October 2026 Page 27 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

2(a) cement concrete instead of M55 grade concrete. Minimum cement cum 818.60 12,011.8

content shall be 450kg/cum of concrete.

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

2(b) concrete in above Concrete items. Minimum cement content shall be Cum -241.00 500 -1,20,500.00

390 kg/cum of concrete.

Providing M 55 grade reinforced cement concrete for Reinforced

concrete (as per specification) for Normal Pier Cap/Cantilever Pier

Cap /portal beam (integral to pier) etc. including shuttering

scaffolding and all related operations required to complete the

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

scaffolding, curing, necessary tools, plants, machinery and all related

3 operations etc.for all heights using steel material for shuttering & cum 10,264.00 9,460

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

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

dosage of admixture in concrete for obtaining required

workability as per approval of Engineer in Charge. Reinforcement

will be paid separately.

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

Extra over item no 3 (above) for providing M60 grade reinforced

3(a) cement concrete instead of M55 grade concrete cum 818.61 9,460

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

GMRC October 2026 Page 28 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 (as per technical

specification) for Pedestals and Shear Key/Seismic Stopper including

centering, steel shuttering, scaffolding and all related operations as

required to complete the work as specified in drawings.

Reinforcement shall be paid separately. Rate includes required

dosage of admixture in concrete for obtaining required workability as

per approval of Engineer in charge.

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

GMRC October 2026 Page 29 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Providing M50 grade reinforced cement concrete (as per technical

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

cross-girder/FOB's etc including centering, steel shuttering,

scaffolding and all related operations as required to complete

the work as specified in drawings. Rate includes provision of

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

be paid separately. Rate includes required dosage of admixture in

concrete for obtaining required workability as per approval of

Engineer-in-charge.

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

Providing M45 grade reinforced cement concrete (as per technical

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

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

house etc) including centering, steel shuttering, scaffolding and all

related operations as required to complete the work as specified in

drawings. Rate includes provision of sacrificial formwork of

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

Rate includes required dosage of admixture in concrete for obtaining

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

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

Providing reinforced cement concrete for stitch concrete (all types

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

elements, complete with centering, steel shuttering, scaffolding,

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

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)

GMRC October 2026 Page 30 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

M50 grade reinforced cement concrete (Minimum cement content

shall be 430 kg/cum of concrete)

M55 grade reinforced cement concrete (Minimum cement content

shall be 440 kg/cum of concrete)

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

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

specified cement content, addition/deduction shall be paid under

Providing, fabricating, supplying, transporting, placing and fixing

galvanized corrugated steel deck sheets instead of conventional

temporary centering, steel shuttering and scaffolding over Precast

Beams/I-girder/Steel girder/cross-girder/pie-girder etc as per the

instruction of Engineer incharge. for casting of RCC deck slab,

including cutting, bending, lapping, fastening to girders with shear

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

accessories complete as per approved drawings and specifications.

The rate shall include all labour, materials, equipment, handling,

wastage, staging required for fixing, and all incidental works

necessary for completion of the item, measured in square metres of

deck slab. The rate includes material, labour. machinery, accessroies,

fixtures etc at all levels and locations, all complete as per instructions

of Engineer Incharge.

GMRC October 2026 Page 31 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate 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 schedule for achieving the Key Dates (KDs)

A. Casting bed for Box Girder - 3 nos. short bed and 3 nos. long bed

B. Casting Bed for I-Girder, Pie Girder- As per requirement.

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

D. Casting bed for pier cap - As per requirement.

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

1no 30 cum/hour

The payment of this item shall be made as under

A. Developing access -10%

B. Establishing bed for Box Girder, Pier Arm, 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

GMRC October 2026 Page 32 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Recovery against payment of establishment of casting yard @

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

Providing M55 grade reinforced cement concrete (as per technical

specification) Precast Prestressed Pier Cap/Precast Portal beam

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

includes lifting the pier caps from the mould and shifting the same to

the stacking yard. The item includes provision of holes for lifting and

filling of holes after erection using non-shrink grout. Reinforcement,

strands, cables, anchorages and sheathing shall be paid separately.

2 Rate includes cost of using required dosage of admixture in concrete for cum 13,161.00 1,400.00

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,

3 lifting cranes, transporting etc, positioning and fixing on pier with MT 1,475.35 3,500.00

cement concrete of M45 grade. The weight shall be calculated assuming

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

responsibility of the contractor and shall not be paid separately.

GMRC October 2026 Page 33 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Providing and laying M55 grade cement concrete using OPC grade

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.

4 where specified, all curing arrangements as required all handling etc. Cum 13,331.00 31,000.00

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:

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

GMRC October 2026 Page 34 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 M40 grade reinforced cement concrete (as per techinical

specification) for concreting, curing of precast parapet over Box-

Girder/Deck slab on both side of viaduct, including transition span as

per the drawing in all precast Box Girder/I-girder/steel girder spans

(straight or curved) etc., with all leads. The cost includes shuttering,

scaffolding, special adjustable props for alignment of units, moulds,

providing cut outs, bolts & inserts for fixing signalling mast, curing,

required dosage of admixture for concrete, all handling, and fixing in

position, etc. complete) with cast in situ stitch concrete of same grade.

Note: Payment at 50% of accepted rate on casting and Balance 50% on

completion of erection, stitch concrete and related works. Rate includes

cost of providing grooves/logo of client if required (the

ribs/grooves/logo in shutter if required, shall be as per drawing).

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

Transportation, erection and installation of precast parapets over

already erected superstructure (Box- girder/I-Girder/steel girder etc.)

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 October 2026 Page 35 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

11 grade for superstructure/Portal/Station Beams etc. including shuttering Cum 11,705.00 7,438.00

and formwork etc. Reinforcement shall be paid separately. Rate shall

include cost of using required dosage of admixture in concrete for

obtaining required workability as per approval of Engineer.

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

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

12 types of bearings etc. as per the manual of bearing manufacturer under MT 1,937.00 33,102.50

the supervision of bearing manufacturer and as directed by the

Engineer, grades and dimensions complete as per drawings and

specifications.

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.

GMRC October 2026 Page 36 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

14 specified in drawings, lifting the full spans from the mould and cum 12,258.01 540.00

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 plates etc conforming to required lines,

grades and dimensions complete as per drawings and specifications.

The weight shall be calculated assuming concrete density of

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

contractor and shall not be paid separately

GMRC October 2026 Page 37 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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.

16 Prestressing strands / cables / systems and reinforcement shall be paid cum 13,991.10 2,400.00

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

responsibility of contracor and shall not be paid separately.

Providing M60 grade reinforced cement concrete (as per technical

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

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

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

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

mould and shifting the same to stacking yard. Prestressing strands /

cables / systems and reinforcement shall be paid separately. Rate

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

concrete for obtaining required workability as per approval of

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

shall be as per the GFC drawings and nothing extra is payable.

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

GMRC October 2026 Page 38 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 separately.

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

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

specified cement content, addition/deduction shall be paid under this

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

21 points of the girder and submitting a report. The details of Nos 2,87,681.63 5.00

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.

GMRC October 2026 Page 39 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

22 a report. The details of placement, position, increment of load on Nos 2,87,681.63 5.00

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.

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

23 submitting a report. The details of placement, position, increment Nos 2,87,681.63 5.00

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

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

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

be made clear. Rate shall include submission of method statement

and third party certification of the test.

GMRC October 2026 Page 40 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Item Unit Unit Rate Amount (Rs.)

Providing TMT reinforcement steel of Fe-550 D Grade

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

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

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

placing in position including 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

1 stay current protection effects as per system approved by MT 72,648.00 22,800.00

Engineer-in- charge and wastage. The rate shall also include

the cost of binding wire, labour, all material, tools and plants,

all leads, lift etc. as per drawings and technical specification as

directed by Engineer-in-charge. The rate shall also include

protective coating as per technical specifications. This item is

applicable for all components of viaduct, station box area and

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

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

GMRC October 2026 Page 41 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

However, mechanical couplers are to be used without extra

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

extra cost. Additional rings required for handling the rebar cage

shall be the responsibility of the contractor and shall not be

paid separately.

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

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

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

forged with die.

(iv) The cost includes all welding and providing mechanical

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

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

payable on this account.

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

of total quantity for the purpose of processing variation of

GMRC October 2026 Page 42 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Supplying and threading uncoated stress-relieved low

relaxation steel confirming to IS: 14268, class - 2 from

approved supplier in precast pretensioned slabs, girders

etc panels 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/Pi-

Girder/L-Girder/T-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 October 2026 Page 43 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate 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

1 and site as per technical specification in chapter of structral steel. This item MT 1,44,480.87 640.00

includes all necessary equipments required to complete the job including

procurement, testing and supply of HSFG bolts (class 8.8 and above) and its

compatible nuts and washers.

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

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

transportation of all structural steel members from fabrication shop to site

and unloading; preparation of erection scheme drawings, setting of storage

yard at site if required & all equipment and operation etc.required to

complete the job.This item also includes temporary support/staging, staging

braces, bracing to permanent work, strutting, tying or anchor bolts, fasteners,

welding, temporary foundations required for erection. This item also includes

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

GMRC October 2026 Page 44 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

required between steel plate girder and bearings.

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

manufacturer as per contract provision. For payment purpose, nominal

weight of the girder as per drawing will only be considered.

Payment Terms shall be as follow:

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

inspection and approval.

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

inspection and approval.

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

components at site.

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

and fixing permanent fastner.

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

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

measured and paid.

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

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

the connection of the same to the permanent work by welding the same or -

making holes as per the approved launching scheme will be done by tenderer.

No payment will be made for such operations.

GMRC October 2026 Page 45 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

and other structural members for viaduct including transition span consisting

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

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

welded hold-fasts, internal threaded sleeves including MS bolts tightened by

Torque wrench and primer coat & three coats of enamel paint of approved

make and colour as per specification and drawing, with all lead and lifts

and as per the directions of engineer. The rate includes required surface

preparation (sand blasting).

Note: All structural steel shall be Hot Dip galvanized conforming to IS-802

(Part II ), IS:5358 and IS:4759. and the mass of zinc coating shall not be less

than 500 g/sq.m.

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

inserts for cable ducts, inserts for signalling mast steel brackets over parapet

for fixing street light, earthing arrangement, Shear Key Insert Plates, Holding

down bolt, Wedge Plate, fastners etc. 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 II ), IS:53548 and IS:4759 and the mass of zinc coating shall not be less

than 500 g/sq.m.

Note: Some inserts fabricated by other agencies which have to be

incorporated in the precast segments/ cast- in-situ spans /piers/ pile cap/pile

would have to be handed over to the contractor for placement and fixing in

the reinforcement cage/ shuttering before concreting. No extra paymet will

be made for such inserts.

GMRC October 2026 Page 46 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

4 activities.This item includes all necessary equipments required to complete MT 1,44,480.88 500.00

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

above) and its compatible nuts and washers. This item is also applicable for

station box and entry/exit structure wherever required as per the direcction

and apporval of engineer incharge.

i) Procurement and testing of Steel Quantities=45% -

ii) On Completion of Fabrication of Steel Wotrk=20% -

iii) Transporation and receipt of Fabricated Material at Site=10% -

iv) Final Erection of Pre-Engineered Steel=25% -

Load Test of Steel Plate girder Span of any length including making all

arrangement and conducting satisfactory Load Testing of steel girder span,

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

of actual design serviceable vertical load, arrangement for measurement of

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

5 details of placement, position, increment of load on the girder and Nos 2,81,834.44 1.00

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

GMRC October 2026 Page 47 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B6 - BEARINGS

Item Description Unit Rate 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

a) For elastomeric bearing below superstructure Cucm 0.539 2,89,74,379.00

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

b) vertical bearing with Teflon for slider arrangement in Guided end Cucm 0.539 19,03,819.00

Supply, fabrication, and installation of MS Wedge Plates

including cutting, welding, drilling, grinding and surface

treatment as per approved drawings and specifications.and

Fixing of MS Wedge Plate over Elastomeric Bearing for U-Girder.

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

Cum PTFE Bearing and its components in position during

casting of Pier/Pedestal and superstructure, incl. grouting of

holes for anchor bolts and underside of base plate with

approved non-shrink cementitious grout (e.g. Conbextra GP2 or

equivalent) as per specification. The design of POT cum PTFE

bearings shall be done by contractor as per loads,

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

GMRC October 2026 Page 48 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

i) Free POT Bearing (Un-facored Design Vertical load = 1750 kN ) Nos 48,625.21 8.00

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

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

iii) Longitudinal Guide POT Bearing (Un-facored Design

Vertical load = 1750 kN and Un-facored Design Horizontal Nos 42,362.88 8.00

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

load = 1750 kN and Un-facored Design Horizontal load =600 Nos 41,316.23 8.00

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

25% for those indicated.

GMRC October 2026 Page 49 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate 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 power cable.

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

for 150mm Dia pipe

2 Expansion Joints -

Omega seal joint / Compression seal Expansion Joint

Providing and installing Omega seal joint / Compression seal

Expansion Joint conforming to specification incl. provision of

edge beams at end edges of both adjoining precast diaphragm

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

complete the work as specified in specifications.

GMRC October 2026 Page 50 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

(i) 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

(ii) in situ unit and all related operations as required to complete the m 9,045.00 340.00

work as specified in specifications. Gap for expansion joint

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

50mm as per instruction of engineer incharge.

Providing and fixing of FRP (Fibre Reinforced Plastic) sheet

roofing/cladding, of approved quality and color, minimum thickness

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

(corrugated or trapezoidal), fixed with galvanized J or L hooks, bolts,

3 and nuts 8 mm diameter with bitumen washers, G.I. plain and R.mtr 2,133.86 140.00

bitumen washers or with self-drilling screws, complete with cutting,

fitting, hoisting and fixing in position, including all accessories, tools,

and scaffolding, etc., as per drawing and direction of Engineer-in-

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 15.00

4.2 100 mm dia upto 250rnm long Nos 4,253.00 15.00

4.3 250 mm dia upto 250rnm long Nos 4,678.00 15.00

4.4 150 mm dia upto 250rnm long Nos 5,164.00 15.00

4.5 200 mm dia upto 250rnm long Nos 5,468.00 15.00

5 Rebaring as per below per below details -

5.1 10mm dia. Rebar Fixing in 12mm dia. with hole depth of 6" Nos 224.26 235.00

GMRC October 2026 Page 51 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

5.2 12mm dia. Rebar Fixing in 14mm dia. with hole depth of 6" Nos 579.00 200.00

5.3 16mm dia. Rebar Fixing in 20mm dia. with hole depth of 6" Nos 914.37 235.00

5.4 20mm dia. Rebar Fixing in 25mm dia. with hole depth of 6" Nos 1,058.75 240.00

5.5 25mm dia. Rebar Fixing in 30mm dia. with hole depth of 6" Nos 1,469.00 200.00

5.6 32mm dia. Rebar Fixing in 38mm dia. with hole depth of 6" Nos 1,653.00 200.00

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

6 Galvanized , fabrication, transportation at site, fasteners and fixing in Kg 121.50 1,320.00

viaduct holes already provided by Civil contractor for cable fixing/tieing,

complete job in terms of approved drawings and as per direction of

Engineer-in-charge.(Cost of Fasteners paid Separately)

Providing, fabricating, supplying, and fixing lifting hook arrangement in

ASS (Auxiliary Sub-Station) / TSS (Traction Sub-Station) room for lifting

and maintenance of equipment such as transformers, panels, or other

heavy electrical equipment, including hook, anchoring system, fixing

arrangement, and all associated works, complete as per approved

drawings and instructions of the Engineer.

Providing and applying two-component polysulphide sealant in

construction/expansion joints of concrete, masonry, metal, glass or

other surfaces, including joint preparation, primer application, backing

rod where required, sealant application and finishing, complete in all

respects as per approved drawings, manufacturer’s specifications and

instructions of the Engineer.

GMRC October 2026 Page 52 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Providing, casting, supplying, transporting and erecting precast

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

9 including excavation, foundation, erection, fixing of panels, jointing, Sq.mtr 2,235.60 660.00

finishing and all 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 fixtures/supports/hangers etc. for system/roofing

contractors at any location or as directed by Engineer in charge.

Providing, fabricating, installing and fixing in position any additional

structural connections for signages, gutters, or required by the system

contractors using standard plate sections welded & built up section,

tubes, square, rectangular pipe section, rolled sections such as angles,

11 Masonry Work

Providing & laying Autoclaved Aerated Cement Blocks masonry with

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

RCC band at sill level and lintel level with approved block laying

polymer modified adhesive mortar all complete as per direction of

Engineer-in-Charge. (The payment of RCC band and reinforcement

shall be made for seperately).

Providing and laying Damp-proof course 40 mm thick with cement

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

12.5 mm nominal size).

GMRC October 2026 Page 53 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Reinforced cement concrete work in beams, suspended floors, roofs

having slope up to 15° landings, balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral stair cases up to floor

five level excluding the cost of centering, shuttering, finishing and

reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

11.4.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 656.00 3,000.00

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 6,347.00 50.00

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

11.6 class designation 7.5 in superstructure above plinth level up to floor - -

V level in all shapes and sizes in :

11.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8,103.00 50.00

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

foundations and plinth in.

11.7.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 830.00 50.00

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

superstructure above plinth level up to floor V level.

11.8.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 1,024.00 50.00

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

at every third course of half brick masonry

Providing and laying in position cement concrete of specified grade

11.10 excluding the cost of centering and shuttering - All work up to plinth - -

GMRC October 2026 Page 54 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

11.10.1 sources: 4 graded stone aggregate 20 mm nominal size derived from cum 7,011.00 50.00

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 per IS: 9103 to accelerate / retard

setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying,

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

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

for the following grades of concrete.

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

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

content in design mix is more than 110% of the minimum specified - -

cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

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

Concrete of M10 grade with minimum cement content of 220 kg

Concrete of M15 grade with minimum cement content of 240 kg

Providing and fixing up to floor five level precast cement concrete

solid block, including hoisting and setting in position with cement

mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,

shuttering complete :

GMRC October 2026 Page 55 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

11.11.1 sources : 3 graded stone aggregate 20 mm nominal size derived from cum 15,919.00 220.00

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 32,000.00

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

12.2.1 1:4 (1 cement : 4 fine sand) (at all levels and locations) Sqm 356.00 13,125.00

12.3 6 mm cement plaster of mix : - -

12.3.1 1:3 (1 cement: 3 fine sand) (at all levels and locations) Sqm 268.00 2,500.00

Anti Carbonation paint:

Providing and applying primer + two coats of 100% acrylic

breathable, anti-carbonation, heat insulating,decorative external

paint. Before giving this treatment the entire surface shall be

thoroughly cleaned to remove dust,dirt,oil etc. The cracks, if any

shall be filled with acrylic polymeric non shrink auto suction crack

filler putty polyfill, anti carbonation waterproof, heat insulating,

decorative external paint as per manufacturer's specifications,

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

the following properties:

1-Carbon dioxide diffusion eqivalent air layer thickness(DIN EN

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

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

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

5-Solar reflectance index (ASTM E 1980-11, EN 673:2011, EN

GMRC October 2026 Page 56 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Providing & fixing G.I. Hexagonal chicken wire mesh of size 12mm x

20 gauge conforming to IS : 3150 at the junction of dissimilar

surfaces of brick / block masonry wall and RCC column / beams and

the like including necessary "U" nails / screws with cleats for fixing,

overlapping etc. complete all as per specification and as directed by

the Engineer for all height and all locations.

GMRC October 2026 Page 57 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule B8 - Sabarmati River Bridge

Item Description Unit Rate Amount

Providing and installing cast-in-situ vertical bored piles as per approved 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 includes provision of A class MS pipes

of 50mm outer diameter as per technical specification and required thickness as

per ASTM 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: The lengths of each pile diameter is indicative only and may vary at

Detailed Design stage.

Minimum cement content shall be 380 kg/cum of concrete.

(i) For 1800mm dia Pile RM 37,269.00 2,880.00

GMRC October 2026 Page 58 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

(ii) For 1200mm dia Pile RM 12,387.06 1,680.00

Extra over item no. 1 (above) for providing M40 grade concrete for pile instead

2 of M35 grade concrete. Minimum cement content shall be 390 kg/cum of cum 350.83 100.00

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

by Engineer-in-charge) for 1800 mm dia bored cast-in-situ piles wherever

required as per approved construction drawings and directions of Engineer-

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

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

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

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

quoted rates will be applicable for all lengths provided upto the soffit of pile

cap. The measurement will be made for the actual length of liner provided

correct to one centimeter.

Carrying out initial vertical load tests as per relevant IS Codes including all

arrangements for measuring deflections and submitting reports as per

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

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

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

item J.1. The test arrangements shall cater for additional 25% above test load)

(i) 1800 mm dia pile (Test load of 2700MT) Nos. 30,47,418.00 1.00

(ii) 1200 mm dia pile (Test load of 1800MT) Nos. 14,10,335.85 1.00

Carrying out 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 J.1 )

GMRC October 2026 Page 59 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

(i) 1800 mm dia pile (Test load of 138MT) Nos. 5,32,137.00 1.00

(ii) 1200 mm dia pile (Test load of 63MT) Nos. 96,478.59 1.00

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) 1800 mm dia pile (Test load of 1500MT) Nos. 24,95,692.00 1.00

(iii) 1200 mm dia pile (Test load of 975MT) Nos. 8,43,370.83 1.00

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

including all arrangements for measuring deflections and submitting reports.

7 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) 1800 mm dia pile (Test load of 83MT) Nos. 4,29,958.00 1.00

(ii) 1200 mm dia pile (Test load of 38MT) Nos. 96,478.59 1.00

Non destructive integrity testing of piles of

8 1800mm/1500mm/1200mm/1000mm dia and as per specifications, and Nos. 1,169.44 120.00

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

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

9 diameter piles as per the provision of ASTM standard D6760, as per drawings & Nos. 8,770.78 30.00

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

GMRC October 2026 Page 60 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

10 extending 75mm all around beyond pile cap, open foundation slabs and ramp cum 4,735.93 132.00

foundations. 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

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

compactor. The Cost includes cutting/chipping of pile up to cut off level or

11 up to good concrete and built up of pile up to required level. The cost cum 6,948.92 4,630.00

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

pile heads using covered trucks to contractor's dumping yard with all leads

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

ensure that during transportation the carried material does not spill out.

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

dosage of admixture in concrete for obtaining required workability as per

approval of Engineer-in-charge. (6% of the amount shall be withheld. Out of this,3

% of the amount shall be released after disposal of excavated material including

pile head material at contractor's dumping yard and 3 % of the amount shall be

released after completing road restoration works on pile caps. Rate includes

restoration of road work over the excavation zone for pile cap. Minimum cement

content shall be 380 kg/cum of concrete.

GMRC October 2026 Page 61 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Extra over item no 11 (above) for providing M45 grade concrete for pile cap

12 instead of M35 grade concrete. Minimum cement content shall be 410 kg/cum cum 350.83 216.00

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

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

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.

13 Minimum cement content shall be 440 kg/cum of concrete. cum 9,227.40 2,050.00

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 13 (above) for providing M60 grade reinforced cement

14 concrete instead of M55 grade concrete. Minimum cement content shall be 450 cum 818.60 1,200.00

kg/cum of concrete.

GMRC October 2026 Page 62 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

per specification) for cast in situ Pier cap (integral to pier portal beam (integral

to pier) / Cantilever Pier Cap / Normal Pier Cap) including shuttering scaffolding

and all related operations required to complete the work at all levels including

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

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

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

way that traffic on road is allowed during the work at all times Rate

includes required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer in Charge. Reinforcement will be paid

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

Extra over item no 15 (above) for providing M60 grade reinforced cement

16 concrete instead of M55 grade concrete. Minimum cement content shall be cum 818.61 50.00

450 kg/cum of concrete.

Providing M 55 grade reinforced cement concrete (as per technical specification)

for Pedestals and Shear Key/Seismic Stopper including centering, steel

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

17 work as specified in drawings. Reinforcement shall be paid separately. Rate cum 10,310.00 46.80

includes required dosage of admixture in concrete for obtaining required

workability as per approval of Engineer in charge.

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

GMRC October 2026 Page 63 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

Concreting and curing precast segments of all spans (straight or curved) of Bridge

across Sabarmati river 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

18 arrangements as required all handling etc. complete). Reinforcement steel shall cum 13,331.00 5,580.00

be paid separately under relevant BOQ item. Payment for Prestressing system

(includes strands, anchorages, sheathing, vent pipe, etc.) will be measured under

item no 2 of Section C4. 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 over item no 18 (above) for providing M60/20 instead of M55/20 grade

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

GMRC October 2026 Page 64 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Loading, transporting precast segments of simply supported span from the

casting yard to work site, launching or erection in position on launching girder

supports including the cost of all temporary supports, launching girder, erection

equipment, transporting etc, applying epoxy‐based bonding agent on end

surfaces of segments including temporary bar prestressing required during its

curing period, and positioning on bearings etc. Measurement of transportation

of precast member shall be worked out based on theoretical volume multiplied

Supply, providing, fabrication, erection and Fixing in position Galvanized Steel

parapet with 3mm thick polycarbonate sheet and height upto 1.5m as per the

approved drawings and as per direction of Engineer in charge. This rate includes

all lead and lifts.

Load test of Box girder spans of any length including making all arrangement and

conducting satisfactory Load Testing of girder (simply supported span

constructed by precast segments), 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

21 of the girder and submitting a report. The details of placement, position, Nos 2,87,681.63 1.00

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.

GMRC October 2026 Page 65 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Providing TMT reinforcement steel of Fe-550 D Grade conforming to IS1786

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

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

placing in position including 18 gauge GI binding wire in diamond form at each

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

22 leads complete as directed. Rate shall also include welding involved towards MT 72,648 2,700.00

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.

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

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

without extra cost.

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

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

the contractor and shall not be paid separately.

(iii) For other structural members, lap joints are permitted for bar dia < 20 -

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

rebar ends shall be cold forged with die.

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

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

required and nothing extra is payable on this account.

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

for the purpose of processing variation of quantities.

GMRC October 2026 Page 66 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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).

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-

24 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 MT 1,11,168.75 42.00

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 October 2026 Page 67 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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, Shear Key insert plate, Metal Decking etc.

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 II

25 ), IS:53548 and IS:4759. and the mass of zinc coating shall not be less than 500 MT 1,11,168.75 23.00

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

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

Bearing and its components in position during casting of Pier/Pedestal and

superstructure, incl. grouting of holes for anchor bolts and underside of base

plate with approved non-shrink cementitious grout (e.g. Conbextra GP2 or

equivalent) as per specification. The design of POT cum PTFE bearings shall

be done by contractor as per loads, movements etc. given in GFC drawings.

i) Free POT Bearing (Un-facored Design Vertical load = 1750 kN ) Nos 48,625.21 18.00

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

Design Horizontal load =600 kN)

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

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

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

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

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

GMRC October 2026 Page 68 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

TEMPORARY STRUCTURE / WORK REQUIRED TO BE CARRIED OUT FOR

CONSTRUCTION OF RIVER BRIDGE

(i) Providing sheet pile of adequate dimensions as per approved design for

constructing temporary island/cofferdam and approach road as required to MT 45,495.00 625.00

enable construction of pile foundation in dry condition.

(ii) Driving sheet pile as per design of adequate dimensions for constructing

temporary island/cofferdam and approach road as required to enable

construction of pile foundation in dry condition. Continuous dewatering RMT 1,213.00 10,000.00

to maintain the dry conditions inside the cofferdam if required, for laying

foundation and RCC pier as per relevant drawing complete in all respects.

(iii) Withdrawing of sheet pile and disposal of the same after completing the

work, leaving the river bed neat and clean to the RMT 607.00 10,000.00

complete satisfaction of the Engineer-in-charge.

(iv) Providing and filling of sand (including slope pitching by sand bags) for

temporary approach road/Island/coffer dam / ramps/ passage, etc. for

accessing the working platform/ site for movement of man, material, machines

and T&P etc. required for the construction work to the complete

satisfaction of Engineer-in-charge. Providing adequate arrangement for

passage of channel flow through temporary road.

(v) Providing and filling of approved soil for temporary approach

road/Island/coffer dam / ramps/ passage, etc. for accessing the working

platform/ site for movement of man, material, machines and T&P etc. required

for the construction work to the complete satisfaction of Engineer-in-

charge. Providing adequate arrangement for passage of channel flow

through temporary road.

(vi) Removing of sand/soil/other backfill material used for constructing

temporary island/cofferdam/approach road, etc. as required to enable

construction of pile, pile cap, pier, etc.in dry condition after completing the cum 256.00 50,000.00

work, leaving the river bed neat and clean to the complete satisfaction of the

Engineer-in-charge.

GMRC October 2026 Page 69 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

(vii) Supply fabrication, installation/erection of structural steel for temporary

bridge as per approved design and drawings for provinding approcah to

temporary island/cofferdam and approach road from river bank as required MT 1,21,321.00 87.50

to enable construction of pile, pile cap, pier, etc.. as per directions of Engineer-

(viii) Deduct for salvage value of structural steel used for temporary

(ix) Dismantling and disposal of structural steel temporary bridge after

completing the work, complete removal of all Structural steel/other materials

used for temporary bridge installation, leaving the river bed neat and clean

to the complete satisfaction of Engineer-in-charge.

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

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

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

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

compaction, scaffolding, curing and all related operations as required to

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

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

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

in concrete for obtaining required workability and cost of compressible fibre

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

charge.Reinforcement will be paid separately. Minimum cement content shall be

390 kg/cum of concrete.

Omega seal joint / Compression seal Expansion Joint

Providing and installing Omega seal joint / Compression seal Expansion Joint

29 conforming to specification incl. provision of edge beams at end edges of RM 4,677.75 180.00

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

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

GMRC October 2026 Page 70 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

formwork (steel/concrete as required), and all related operations as per drawings

and specifications. Reinforcement shall be paid separately. Rate includes approved

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

M40 grade reinforced cement concrete. (Minimum cement content shall be

kg/cum of concrete)

M50 grade reinforced cement concrete. (Minimum cement content shall be

kg/cum of concrete)

M55 grade reinforced cement concrete. (Minimum cement content shall be

kg/cum of concrete)

Providing M40 grade reinforced cement concrete (as per techinical specification)

for concreting, curing of precast parapet over Box-Girder/Deck slab on both side

of viaduct, including transition span as per the drawing in all precast Box

Girder/I-girder/steel girder spans (straight or curved) etc., with all leads. The cost

includes shuttering, scaffolding, special adjustable props for alignment of

units, moulds, providing cut outs, bolts & inserts for fixing signalling mast,

31 curing, required dosage of admixture for concrete, all handling, and fixing in cum 11,118.46 240.00

position, etc. complete) with cast in situ stitch concrete of same grade. Note:

Payment at 50% of accepted rate on casting and Balance 50% on completion of

erection, stitch concrete and related works. Rate includes cost of providing

grooves/logo of client if required (the ribs/grooves/logo in shutter if required,

shall be as per drawing).

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

Transportation, erection and installation of precast parapets over already

32 erected superstructure (Box- girder/I-Girder/steel girder etc.) conforming to MT 1,037.82 600.00

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

GMRC October 2026 Page 71 of

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

concrete of same grade. The weight shall be calculated assuming concrete

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

contractor and shall not be paid separately.

For all RCC items of schedule B8, minimum cement content has been specified.

33 For any extra /less cement above or below the minimum specified cement Kg 6.21 40,000.00

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

Providing & fixing of double wall HDPE corrugated/plain pipes and /or UPVC pipes

(only external if provided) as specified for rain water in superstructure of all types

and down take pipes, bends, couplers, upper receiving cap, Tees and end cap

etc. upto bottom of pier through shear key as specified in drawings. This

will be required to be also provided at track crossing location for laying power

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

GMRC October 2026 Page 72 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Schedule C - Provisional Sum

Item Description Item Unit Quantity Amount (Rs.)

Schedule C1 Road works Item under R&B SOR 2023-24 LS 5,00,00,000 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 LS 10,00,00,000 1

ii) GWSSB SOR 2022-23

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

SOR excluding GST)

GMRC October 2026 Page 73 of

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Section wise summary of Bill of quantities for Five Typical (5 nos) station.

Section Description of Section Amount (Rs)

Schedule - D1 Electrical System Works

Schedule - D2 Fire Alarm System & Fire Fighting System Works

Schedule - D3 Air Conditioning & Ventilation System Works

Schedule - D4 Building Management System Works

Comprehensive Annual Maintenance for 5 Years

Schedule - D5 for completed Electrical and Mechanical system

Provisional Sum for Electrical System,Fire Alarm

System & Fire Fighting System, Air Conditioning

and Ventilation System, Building Management

System and Miscellaneous Works

Total of Schedule D1,D2,D3, D4,D5 & D6

GMRC October 2026 Page 74 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

GMRC October 2026 Page 75 of

Section wise summary of Bill of quantities

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 October 2026 Page 76 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

S.No Description of Item Unit Rate QUANTITY Amount

SWITCH BOARDS/PANELS

Design, Fabrication, Assembling, Wiring, Supply,

installation, testing & commissioning of LT Panels

fabricated out of CRCA sheet steel 2 mm thick for

structural members and 1.6 mm thick for doors and

covers in cubical compartmentalized free standing

floor mounted, dust and vermin proof with

reinforcement of suitable size ISA / ISMC / ISMB / flats

wherever necessary. Panels shall be treated with all

anticorrosive process and powder coated (Minimum

thickness 80 micron) with approved shade. Panels

shall be suitable for 415V, 3 phase, 4 wire, 50 Hz

power supply system to withstand rated symmetrical

fault level at 415 V including interconnections,

bonding to earth etc. Panels shall be provided with

25% spare space, space heaters, compartmental

lights, lifting hooks as required and 2 Nos of Earthing

Terminals. All inter wiring shall be with suitable

stranded copper conductor FRLSH insulated wire. The

panels shall 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

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61439-2 . Internal arc test as per IEC 61641 complete

as per specification.

b The panels shall be provided with detachable gland

plates of 3mm thickness for entry of cables from the

top/bottom as required.

c All live accessible parts shall be shrouded and all

equipment shall be finger touch proof. SMC/DMC

shrouds and busbars supports shall be suitably

d The panel shall have tinned copper busbars with bar

type feeder connections, spacers etc.and neutral

busbar shall be of 100% capacity. Bus Bar Sizing

calculations shall be submitted for approval of GMRCL

e All components shall be connected to a common

internal copper earth bus bar of minimum size 50mm

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

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required accessories suitable for 230 VAC operation as

j The makes of components and accessories shall be

unique for all the panels under this contract in order

to have uniformity and standardization.

k All MCCBs shall be current limiting type

microprocessor based releases having continuously

adjustable current setting in the range of 0.4 to

and 2-10 times of short circuit, rated for requisite

specified Service short circuit breaking capacity (Ics)

suitable for isolation conforming to latest

IS/IEC60947-2 duly marked on MCCB, at operating

voltage (Ue) of 415 V, insulation voltage (Ui) 1100 V

and with trip free mechanism, handle indicating

ON/OFF/tripped position. The breaking capacity as

mentioned in items of BOQ below. Breakers must

have Ics = Icu = Icw.

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

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

termination. All 4P MCCB has inbuilt feature of earth

fault protection, whereas all TPN MCCB's (Expect

Motor Starters & DRPC Panels) shall have external CT

for neutral overload protection and earth fault

m All the Incomer, bus couplers of switch boards/

panels shall be provided with potential free contacts

for connectivity to PLC for ON/OFF status and control,

as required for BMS .All Incomer, bus couplers of

switch boards/ panels shall be provided with Multi

function Meters with RS 485 for BMS connectivity. All

the RS -485 devices of Panels/ DBs shall be looped into

a single terminal/ port for each panels for easy

integrations with BMS. All internal Wiring & required

accessories are in scope of Panel/ DB 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

times rated current for motor application duty, with

minimum Electrical endurance of the order of

operation cycles. All MCCBs shall be provided with

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Rotary handle and spreader links for termination

complete as required.

o Panel design shall be compact to economies the room

space available.

p All incomer ACB's shall be provided with minimum

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.

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u Switch boards / panels shall be provided with

Automatic clean agent gas flooding arrangement with

a fire detection tube system, as per the specifications

complying with the latest Indian Standards (IS:15517)

and NFPA-2001. An Automatic gas flooding system

shall be provided with manual overriding system with

regulated valve arrangement including control &

Monitoring module for opening or closing the cylinder

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

cylinders with necessary tubing shall be provided.

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

time data of Status, Control & Monitoring through

Ethernet/TCP IP Port / RS 485 through open protocol

(IEC 60870-5104 shall be preferred),

w The Digital Multifunction meter shall have inbuilt bar

graph for showing the percentage loading in each

phase and inbuilt LED display to show all the power

parameters like A, V, W, VAR, VA, Wh, Vah, VARh &

Hz. with BMS connectivity.

x All motorized MCCBs /ASTS MCCBs to be provided

with 230V, 50Hz control supply as required including

conversion needed if any from UPS DB.

y The schematic drawings are to be read in conjunction

with BOQ & Technical specifications.

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z The load demand, cable size and route length are

indicative only and contractor shall evaluate the

adequacy of the switch gear and voltage 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

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

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

built in Microprocessor based release unit for Over

Current, Short circuit and earth fault protection with

adjustable setting and time log facility for each of the

fault for achieving discrimination along with distinct

fault indication through LED display. ACB shall be

provided with continuous rated shunt trip release

suitable for 240 VAC operation, suitable handles to

operate ACB manually and spring charging device

suitable for 1 phase, 240 VAC operation, NO/NC

contacts for interlocks and indications. ACB shall have

in-built compatibility through open protocol like

Modbus for SCADA/BMS connectivity (RS485) along

with following accessories.

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

all required to measure and display the Electrical

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

Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion &

power factor etc. with facility conforming to

specifications and latest IEC standards with necessary

Circuit MCBs and suitable size summating CTs for

metering supporting SCADA/BMS connectivity

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

and Required set of CTs, MCBs and Accessories

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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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 240 VAC operation, suitable handles to

operate ACB manually and spring charging device

suitable for 1 phase, 240 VAC operation, NO/NC

contacts for interlocks and indications. ACB shall have

in-built compatibility through open protocol like

Modbus for SCADA/BMS connectivity (RS485) along

with following accessories.

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

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

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

ix) 1 set of Under Voltage Relay with complete

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 &

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

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

ACB with built in Microprocessor based release unit

for Over Current, Short circuit and earth fault

protection with adjustable setting and time log facility

for each of the fault for achieving discrimination along

with distinct fault indication through LED display. ACB

shall be provided with continuous rated shunt trip

release suitable for 240 VAC operation, suitable

handles to operate ACB manually and spring charging

device suitable for 1 phase, 240 VAC operation,

NO/NC contacts for interlocks and indications. ACB

shall have in-built compatibility through open

protocol like Modbus for SCADA/BMS connectivity

(RS485) along with following accessories.

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

indicating lamps and ON/OFF push buttons.

ii) Auxiliary contacts required for necessary interlocking

of Transformers, HT&LT breakers.

iii) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

iv) Two incomers shall be interlocked electrically &

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

closed at any time.

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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.

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

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 ratio with 15 VA Burden & Class

1.0 for Ammeter with Ammeter selector Switch.

GMRC October 2026 Page 91 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 5.00

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

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

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

Electrolytic high conductivity tinned copper three

phase and neutral busbars rated at > 400 A as per

specification, suitable to withstand symmetrical fault

level of 35 kA at 415 V with 100% rated neutral busbar.

a) All incomers shall be interlocked electrically &

mechanically with contactor based automatic

changeover system so that only one supply is switched

on at a time and fail safe restoration.

D Outgoing Units

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

neutral and variable overcurrent, short circuit and

earth fault releases with 1 set each of MCB controlled

Breaker ON/OFF/TRIP and phase indicating lamps.

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

neutral and and variable overcurrent, short circuit and

earth fault releases with 1 set each of MCB controlled

Breaker ON/OFF/TRIP and phase indicating 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.

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TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

with RS485 port for measuring Amps ,Voltage, Energy,

kWH, kVAR, frequency, Maximum Demand & power

factor etc conforming to specifications, latest IEC/

EMC and EMI standards/criterion, with necessary

Circuit MCBs and suitable size summating CTs for

above incomers metering supporting SCADA/BMS

connectivity.To be equipped with source power

sensing, automatic changeover, 3-phase Under-

voltage protection, Phase Sequence Protection and

test facility inbuilt in the controller and RS

communication port with compatibility for interfacing

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

adjustable Overload protection, Short Circuit

protection, shunt trip coil, auxiliary contacts for ON,

OFF, TRIP indication etc. as per drawing and

specifications along with 3 sets of following

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

all required to measure and display the Electrical

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

Reactive Energy-kVAH, frequency, Maximum

Demand-KVA/KW, Total Hormonic Distortion &

power factor etc. with facility conforming to

specifications and latest IEC standards.

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

and Required set of CTs, MCBs and Accessories

GMRC October 2026 Page 94 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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

vii) 3 Nos. of cast resin current transformers of 400/5

ratio with 15VA burden and Class 1 for measurement.

viii) Class-B, SPDs shall be provided in panel as per IEC

61643-12 or latest.

ix) Contractor shall provide an earmarked potential free

terminals for SCADA signals as per specification &

SITC of Emergency Main Distribution Board (EMDB) No. 27,42,942.60 5.00

1.3 Design, Supply, installation, testing commissioning

of Main Lighting & Power panel (MLPP) complete as

per specifications & Drawing with following:

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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

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

GMRC October 2026 Page 96 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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 &

Electrolytic high conductivity tinned copper three

phase and neutral busbars rated at >100 A as per

specification, suitable to withstand symmetrical fault

level of 25 kA at 415 V with 100% rated neutral busbar.

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

neutral and variable overcurrent, short circuit

releases. Suitably rated AC3 Duty power contactor of

with necessary NO & NC auxiliary contacts as required

for operation through BMS, Auto/ manual selector

switch, 1 set of MCB controlled Breaker ON/OFF/TRIP

indicating lamps, complete as required and approved.

SITC of Main Lighting & Power panel (MLPP) No. 5,95,785.85 5.00

GMRC October 2026 Page 97 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

1.4 Design, Supply, installation, testing commissioning

of Emergency (UPS) Power panel complete as per

specifications & Drawing with following:

Emergency (UPS) Power panel (UPP)

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

Microprocessor based release unit for Over Current,

Short circuit and earth fault protection with adjustable

settings. The breaking capacity of MCCB shall be

Icw=Icu. MCCB shall have in built compatibility

through open protocol like Modbus for SCADA/BMS

connectivity (RS485) each along with following

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.

GMRC October 2026 Page 98 of

TENDER NO. GMRC/CONS/VDCT+STNS-3/2026 BOQ

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.