Construction of 4.62 km Elevated Viaduct from Dudheshwar to Vadaj, including 3 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 Oct 2026 Page 1 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

PREAMBLE AND GENERAL REQUIREMENTS FOR ELEVATED SECTION

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

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

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

Tender Document.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

pages and at the end of schedule.

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

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

Provisional Sum Schedule as per below preference.

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

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

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

5. etc. as on date of submission

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

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

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

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

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

made before quoting rates in the Bill of Quantities.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

GMRC Oct 2026 Page 2 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

or as directed by the structural designer.

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

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

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

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

17. approved from the Engineer-in-charge.

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

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

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

19. in the Contract Document.

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

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

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

considered included in the bid.

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

21. specification of the complete installation by licensed agencies.

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

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

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

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

work shall be got approved from Engineer in charge.

For all type of cement concrete work rate shall inclusive of

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

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

operations, etc.

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

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

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

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

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

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

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

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

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

and residual sizes)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

GMRC Oct 2026 Page 3 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

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

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

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

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

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

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

relevant terms and conditions of the Tender.

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

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

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

used for comparative evaluation of the Tenders.

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

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

government taxes, cesses and levies.

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

31. N Procurement Portal and nowhere else.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

cost / commercials.

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

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

accepted the material shall not be supplied at site.

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

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

location weather local / abroad.

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

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

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

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

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

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

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

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

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

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

GMRC Oct 2026 Page 4 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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 Oct 2026 Page 5 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Name of Work: Construction of 4.62 km Elevated Viaduct from Dudheshwar to Vadaj, including 3 Nos. Elevated Stations of Ahmedabad Metro

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

Total Amount (INR)

Total Amount (INR)

(including percent

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

Par/above/below

Amount At Par Value)

Section Description of Section In Words In Figure In Words

1 Schedule-A General

2 Schedule -B1 Foundation Work

3 Schedule -B2 Cast in Situ Concrete Work

4 Schedule -B3 Precast Concrete Work

5 Schedule -B4 Reinforcement and Prestressing Steel

6 Schedule -B5 Structural Steel

7 Schedule -B6 Bearing

8 Schedule -B7 Miscellaneous Work

9 Schedule -B8 Structural steel for Open Web Girder

GMRC Oct 2026 Page 6 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Name of Work: Construction of 4.62 km Elevated Viaduct from Dudheshwar to Vadaj, including 3 Nos. Elevated Stations of Ahmedabad Metro

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

Total Amount (INR)

Total Amount (INR)

(including percent

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

Par/above/below

Amount At Par Value)

Section Description of Section In Words In Figure In Words

10 Schedule -B9 Sabarmati River Bridge

Road works Item under R&B SOR 2023-

Any other items not covered in Schedule

Schedule-C2 A, B & C1 but are required to be carried

out as per direction of Engineer, the order

of preference for adopting rates is as

ii) GWSSB SOR 2022-23

(The rate to be paid shall be as per rates

mentioned in above SOR excluding GST)

13 Schedule-D1 Electrical System Works

Fire Alarm System & Fire Fighting System

GMRC Oct 2026 Page 7 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Name of Work: Construction of 4.62 km Elevated Viaduct from Dudheshwar to Vadaj, including 3 Nos. Elevated Stations of Ahmedabad Metro

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

Total Amount (INR)

Total Amount (INR)

(including percent

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

Par/above/below

Amount At Par Value)

Section Description of Section In Words In Figure In Words

Air Conditioning & Ventilation System

16 Schedule-D4 Building Management System Works

Comprehensive Annual Maintenance for

17 Schedule-D5 Years for completed Electrical and

Mechanical system works.

Provisional Sum for Electrical System,

Fire Alarm System & Fire Fighting System,

18 Schedule-D6 Air Conditioning and Ventilation System,

Building Management System and

Miscellaneous Works.

Total of Schedule A, B1, B2, B3, B4, B5, B6, B7, B8, B9

C1, C2, D1, D2, D3, D4, D5 and D6

01. The tenderer shall quote a percentage (Above/Below/At Par) at SN. 1 to 18 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 Oct 2026 Page 8 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule A - General Items

Item Description Unit Rate Quantity Amount (Rs.)

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

contractor shall provide the following:

Surveying for verifying alignment, marking pier location, vertical &

1 horizontal clearances and establishing triangulation points and bench KM 83,648.50 4.65

marks for the elevated corridor including corrections, if any.

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

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

all control points and submission of drawings.

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

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

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

work along with the final bill.

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

all control points and submission of drawings.

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

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

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

work along with the final bill.

GMRC Oct 2026 Page 9 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Providing temporary barricade in good condition (new/refurbished)

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

construction at site as per technical specifications and GFC drawings.

Temporary barricade shall be of plain MS sheet 16 Gauge fixed with steel

frame as per drawing, painting (including primer of approved quality)

with synthetic enamel paint of approved color, quality and brand, writing

lettering and logo of Metro including maintenance of the same duly

cleaning the same on fortnightly basis and painting if required,

arrangement for blinker lights/ rope light on barricades during night as

2 per requirement and as per the instruction of the Engineer-in-charge. RM 4,975.10 -

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 Oct 2026 Page 10 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

caps, portal beams, superstructure complete , till completion of entire

superstructure.

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

road should be plugged with cement concrete from inside.

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

must be ensured. The cost of this item should include provision for

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

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

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

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

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

specifically highlighted that barricading during construction shall be

limited to 8m to 10m width only, considering the traffic constraint. This

width applies to viaduct in straight portion. In station areas and on

curves, the barricading width and placing shall be as approved by the

Engineer in consulation with the traffic management.For barricading

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

removal of barricade as per the instructions of Engineer in-charge.

(i) For barricading payment shall be made at 70% on erection of barricade RM 3,482.57 10,080.00

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

GMRC Oct 2026 Page 11 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

3 by the Engineer-in-charge. One set shall comprise one soft copy with 1,989.00 32.00

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 video and DVDs/pendrive of 180 minutes

duration comprising one master copy and one extra copy as per Per

technical specifications showing the progress of works as directed by month

Engineer-in-charge.

Providing furnished office accommodation at site for the use of site

engineer and his supporting staff approximately of 700 sqm carpet area

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

two watchman and two office boy in each office for 24hrs and also as month

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

locations as directed by the Engineer-in-charge.

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

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

"Employers requirement".

2) This furnished accommodation shall be provided by the Tenderer

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

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

actual expenditure incurred for operating this item. No extra payment

will be allowed.

Cutting, transporting of trees including primary root, stacking and

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

Engineer-in-charge.

(i) Girth upto 30cm Nos. 422.50 30.00

(ii) Girth more than 30cm but upto 50cm Nos. 422.50 30.00

(iii) Girth more than 50cm but upto 75cm Nos. 757.90 30.00

(iv) Girth more than 75cm but upto 1.25m Nos. 1,470.30 30.00

GMRC Oct 2026 Page 12 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

(v) Girth more than 1.25m but upto 2.4m Nos. 2,536.30 30.00

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

Transplanting the marked trees of various species and girth to the place

shown by Engineer-in- charge/Engineer’s representative within a lead

of 1.5km with all tools, plants, man & machinery and necessary

preparation such as preparation of earth ball of tree roots of desired

depth & diameters, dislodging, lifting, transportation and transplanting

tree from original place to the new place including all arrangements,

tools & plants, labour etc., for successfully completing the work. The

work includes excavating pits of adequate size, arranging loose soil,

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

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

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

operations shall be executed as per specification.

(i) Girth upto 30cm Nos. 11,271.00 30.00

(ii) Girth more than 30cm but upto 50cm Nos. 12,994.80 30.00

(iii) Girth more than 50cm but upto 75cm Nos. 14,586.00 30.00

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

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

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

Stage wise payment for the work will be as following:

30% after trees transplanted.

40% after sprouting & establishment of trees

30% after completion of maintenance period of one year.

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

km for all girth for transportation (per km)

GMRC Oct 2026 Page 13 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

collecting undisturbed samples and conducting standard penetration

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

laboratory tests & field tests for all type of classification and

determination of soil parameters like density, shear and consolidation

parameters if required, including submission of report in three copies

covering investigation data and recommendation for SBC and the pile

capacity considering the design criteria, all as per specification.

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

sets in hard copy as well soft copies.

9 Traffic Signals,Signage Etc. - -

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

intensity Retro Reflective Sheeting (encapsulated lens type) as

recommended by IRC and MORTH on 2mm Aluminium Substrate

properly processed on front side of Aluminium substrate with pressure

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

sheet or screen printing with appropriate ink which should also have

years warranty. The Retro Reflective traffic sign boards using high

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

35 x 35 x 4 mm depending upon the size.

Providing and fixing and maintaining the road infrastructure/furniture

during executions, refixing as where required.

Road delineator - Supply of Rectangular Metal Delineator (Black colour

Rectangular Delineator with high intensity Reflective Sheet)

Height: 1200 mm approx..

Size: 100 x 40 mm rectangular

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

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

GMRC Oct 2026 Page 14 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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 1,127.10 150.00

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

Cone Colour: Red Colour (UV stabilized)

Body Material: Low Density Poly Ethylene

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

of 125 mm width all around.

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

addition, the items shall comply with the regulations and Tender

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

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

such release materials away from the site.

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 23,040.00

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

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

rules and regulations the traffic signals and road delineators shall be

placed as per approved plan and shall be prepared as per relevant code

and Ahmedabad Traffic Police guideline.

GMRC Oct 2026 Page 15 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Construction of rainwater harvesting well consisting of 4.5m internal

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

with ribs conforming to IS: 12818-1992, upto sub soil water table,

including boring etc. Earth work excavation upto required depth, brick

masonry 75 class brick in cement mortar 1:4 foundation concrete 1:4:8,

10 150 mm thick RCC top slab with steel reinforcement, centering and Each 2,69,312 11

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 Oct 2026 Page 16 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B1 - FOUNDATION WORK

Item Description Unit Rate Quantity Amount (Rs.)

1 Providing Excavation for utility mapping and shifting based on site Cum 359.00 3,820.50

condition. This shall includes following items

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

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

structures below ground as encountered of all thickness including

dismantling other structures, dead utilities, dewatering, pumping and

bailing out water, strutting and shoring, etc. for utility identification shall

be done by either manually or with necessary precautions so that

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

pits will be given.

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

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

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

compaction for required stability of piling rig during piling work.

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

underground utilities as directed by Engineer in charge.

GMRC Oct 2026 Page 17 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

GMRC Oct 2026 Page 18 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

3.2 For 1000mm dia Pile RM 9,048.91

3.3 For 1200mm dia Pile RM 12,387.06

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

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

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

4 bored cast-in-situ piles wherever required as per approved construction MT 1,04,401.90

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 static initial vertical load tests as per relevant IS Codes

including all arrangements for measuring deflections and submitting

reports as per specifications. This includes making of pile head ready for

5 testing at the desired level, supporting / reaction arrangement -

(including reaction piles/soil/rock anchors, if any) for the kentledge

load. Cost of pile to be tested wil be paid in item B.3. The test

arrangements shall cater for additional 25% above test load)

(i) 800 mm dia pile (Test load of 680MT) Nos. 6,08,234.55

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

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

GMRC Oct 2026 Page 19 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

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

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

Carrying out static routine lateral load tests as per relevant IS

Codes including all arrangements for measuring deflections and

8 submitting reports. This includes making of pile head ready for testing at -

the desired level, supporting / reaction arrangement (incl. reaction piles/

soil/ rock anchors, if any) for the kentledge load.

(i) 800 mm dia pile (Test load of 23MT) Nos. 96,478.59

GMRC Oct 2026 Page 20 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

reports. (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 tested)

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

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

foundations extending 75mm all around beyond pile cap, open

foundation slabs and ramp foundations. Rate shall include cost of

using required dosage of admixture in concrete for obtaining

required workability as per approval of Engineer.

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

75mm thick PCC below open foundation/ raft/ combined foooting for

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

11a escalator, lift pits, staircases pump house etc) extending 75mm all cum 4,735.93

around footing. Rate shall include cost of using required dosage of

admixture in concrete for obtaining required workability as per approval

GMRC Oct 2026 Page 21 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

12 using OPC cement confirming to sulphate concentration criteria as per cum 6,948.92 12,287.68

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 loading, unloading and disposal of surplus excavated material

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

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

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

directed by Engineer within 40 Km of the alignment. The contractor

should ensure that during transportation the carried material does not

spill out. Reinforcement shall be paid separately. Rate shall include cost

of using required dosage of admixture in concrete for obtaining required

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

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

disposal of excavated material including pile head material at

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

restoration works on pile caps). Rate includes restoration of road work

over the excavation zone for pile cap i.e. GSB and WMM over sand filling

as per the instruction of the Engineer.

(i) 94% on pile Cap casting

GMRC Oct 2026 Page 22 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

(ii) 3% on disposal exavted material

(iii) 3% on restoration work

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

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

410 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

12.(b) shoring, curing etc. Minimum cement content shall be 380kg/cum. The cum 6,948.92 1,000.50

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

GMRC Oct 2026 Page 23 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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)

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

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

be 410 kg/cum of concrete)

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

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

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

GMRC Oct 2026 Page 24 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B2 - IN-SITU CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

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

1 specification) for reinforced cement concrete crash barrier/pier cum 8,128.00 699.27

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 Oct 2026 Page 25 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

content shall be 450kg/cum of concrete.

GMRC Oct 2026 Page 26 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

3 props. Form work to be designed in a such way that traffic on road is cum 8,439.00

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

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

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

Reinforcement shall be paid separately. Rate includes cost of using

required dosage of admixture in concrete for obtaining required

workability, curing compound as per specification & as per

specifications includes loading, unloading and all complete as per

approved drawings and specifications.

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

GMRC Oct 2026 Page 27 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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 operations etc.for all

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

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

at all times Rate includes required dosage of admixture in concrete

for obtaining required workability as per approval of Engineer in

Charge. Reinforcement will be paid separately. Minimum cement

content shall be 440kg/cum of concrete.

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

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

shall be 450 kg/cum of concrete.

Providing M 55 grade reinforced cement concrete (as per technical

specification) for Pedestals and Shear Key/Seismic Stopper including

centering, steel shuttering, scaffolding and all related operations as

required to complete the work as specified in drawings. Reinforcement

shall be paid separately. Rate includes required dosage of admixture in

concrete for obtaining required workability as per approval of Engineer

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

GMRC Oct 2026 Page 28 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

6 work as specified in drawings. Rate includes provision of formwork cum 10,801.00

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

operations as per drawings and specifications. Reinforcement shall be

paid separately. Rate includes approved admixture dosage for required

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

M40 grade reinforced cement concrete (Minimum cement content

shall be 390 kg/cum of concrete)

M50 grade reinforced cement concrete (Minimum cement content

shall be 430 kg/cum of concrete)

GMRC Oct 2026 Page 29 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

M55 grade reinforced cement concrete (Minimum cement content

shall be 440 kg/cum of concrete)

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

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

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

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

GMRC Oct 2026 Page 30 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B3 - PRECAST CONCRETE WORK

Item Description Unit Rate Quantity Amount (Rs.)

1a Establishment of casting yard; LS 1.00

Establishment of casting yard for all precast elements including batching

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

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

by engineer to ensure production and storage of all precast element to

achieve the specified key dates, comprising as mentioned below, which

shall be increase/decrease with approval of Engineer-in-charge, suitably

to suit the construction schedue for achieving the Key Dates (KDs)

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

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

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

D. Casting bed for pier cap - as per requirement

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

1no 30 cum/hour

The payment of this item shall be made as under

A. Developing access -10%

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

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

Recovery against payment of establishment of casting yard @

in 5 running bills. -

GMRC Oct 2026 Page 31 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Providing M55 grade reinforced cement concrete (as per technical

specification) Precast Prestressed Pier Cap/Precast portal beam

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

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

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

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

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

2 includes cost of using required dosage of admixture in concrete for cum 13,160.85

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.

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

cement concrete of M55 grade. The weight shall be calculated assuming

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

responsibility of the contractor and shall not be paid separately.

GMRC Oct 2026 Page 32 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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. where specified, all curing

arrangements as required all handling etc. complete). Reinforcement

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

Prestressing system (includes strands, anchorages, sheathing, vent pipe,

etc.) will be measured under separate BOQ item. Rate shall include the

cost of required dosage of admixture in concrete for obtaining required

workability as per specification and approval of Engineer‐in‐charge.

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

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

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

automatic hydraulic equipment.

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

casting yard may be taken back by the Contractor.

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

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

GMRC Oct 2026 Page 33 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Loading, Transporting precast Box-girder segments from the casting

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

supports, erection equipment, lifting cranes, transporting etc, and

positioning on bearings etc for viaduct into completed structures

conforming to required lines, grades and dimensions complete as per

drawings and specifications. The weight shall be calculated assuming

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

responsibility of the contractor and shall not be paid separately

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

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

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

grade for Superstructure/Portal/Station Beams including shuttering and

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

cost of using required dosage of admixture in concrete for obtaining

required workability as per approval of Engineer.

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

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

beams concrete (cement as per technical specification) of all types Pie

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

superstructure/Portal/Station Beams etc. including shuttering and

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

cost of using required dosage of admixture in concrete for obtaining

required workability as per approval of Engineer.

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

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

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

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

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

the supervision of bearing manufacturer and as directed by the Engineer,

grades and dimensions complete as per drawings and specifications.

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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.

9 Prestressing strands / cables / systems and reinforcement shall be paid cum 13,991.10

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 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

11 specified in drawings, lifting the full spans from the mould and Cum 12,258.01

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

debonding tubes, anchorages and sheathing shall be paid separately.

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

obtaining required workability as per approval of Engineer in charge

and all related operations as required to complete the work as per

drawings and specifications.

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

GMRC Oct 2026 Page 35 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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,

12 grades and dimensions complete as per drawings and specifications. The MT 864.11

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

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

and shall not be paid separately.

Providing M60 grade reinforced cement concrete (as per technical

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

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

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

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

and shifting the same to stacking yard. 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.

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.

GMRC Oct 2026 Page 36 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Providing M55 grade reinforced cement concrete (as per technical

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

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

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

lifting the girders from the mould and shifting the same to stacking

15 yard. Prestressing strands / cables / systems and reinforcement cum 12,598.21

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

required dosage of admixture in concrete for obtaining required

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

number of shutter moulds shall be as per the good for construction (GFC)

drawings and nothing extra is payable.

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

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

temporary supprots, erection equipments, lifting cranes, transporting

16 etc, positioning on bearings and fixing on pier. The weight shall be MT 1,286.38

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

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

Providing 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 etc. (straight

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

special adjustable props for alignment of units, moulds, providing

17 cut outs, bolts & inserts for fixing signalling mast, curing, required dosage cum 11,118.46 4,427.28

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).

GMRC Oct 2026 Page 37 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

19 concreting. The quantity given is the net length of tubes without RM 32.74

extra tube length required during construction. Rate includes filling

HDPE tubes with grease as specified in ASTM.

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

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

20 specified cement content, addition/deduction shall be paid under this Kg 6.21

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

21 for measurement of deflection at various salient points of the girder Nos 2,87,681.63

and submitting a report. The details of placement, position,

increment of load on the girder and installation of measurement

devices etc and additional measures (such as temperature measures)

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

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

GMRC Oct 2026 Page 38 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

party certification of the test.

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

arrangement and conducting satisfactory Load Testing of Box-girder,

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

application of actual design serviceable vertical load, arrangement for

measurement of deflection at various salient points of the girder and

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

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

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

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

be made clear. Rate shall include submission of method statement

and third party certification of the test.

Load Test of Precast Slab Panel / Staircases including making all

arrangement and conducting satisfactory Load Testing of Precast slab

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

application of actual design serviceable vertical load, arrangement for

measurement of deflection at various salient points and submitting

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

the girder and installation of measurement devices etc. shall be as

directed by the Engineer-in-Charge. After completion of the test all the

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

be made clear. Rate shall include submission of method statement

and third party certification of the test.

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

making all arrangement and conducting satisfactory Load Testing of

steel girder span, erected in position on the piers at site, including

arrangement for application of actual design serviceable vertical load,

arrangement for measurement of deflection at various salient points of

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

GMRC Oct 2026 Page 39 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

increment of load on the girder and installation of measurement

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

completion of the test all the materials used for the load testing shall be

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

method statement and third party certification of the test.

GMRC Oct 2026 Page 40 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule- B4 REINFORCEMENT AND PRESTRESSING STEEL

Item Description Unit Rate Quantity Amount (Rs.)

1 Providing TMT reinforcement steel of Fe-550D Grade conforming to MT 72,648.00 15,095.69

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

royalty, transportation, handling, storing, straightening, cutting,

bending, tying, lap/butt welding, placing in position including 18 gauge

GI binding wire in diamond form at each reinforcement junction in all

structural concrete at all heights and depths with all leads complete as

directed. Rate shall also include welding involved towards stay current

protection effects as per system approved by Engineer-in- charge.

The rate shall also include the cost of binding wire, labour, all material,

tools and plants, all leads, lift etc. as per drawings and technical

specification as directed by Engineer-in-charge. The rate shall also

include protective coating as per technical specifications. This item is

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

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

pits, staircases pump house etc)

GMRC Oct 2026 Page 41 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

(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.

Supplying and threading uncoated stress-relieved low relaxation steel

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

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

for simply supported spans including spacers, anchorages, stressing

using approved system and all related operations to complete the

work. This item includes providing and fixing all strands, de-

2 bonding arrangements (de-bonding tubes etc), required anchorages MT 1,29,124.52 270.60

for live and dead ends, stressing upto required level using all tools

and equipments and consumables cement grouting as per specification

and as directed by the Engineer-in-charge. Rate includes filling de-

bonding type with grease as specified in ASTM and taping at the ends of

the strand. Rate includes the testing complete- load transfer, anchorage

efficiency etc.

GMRC Oct 2026 Page 42 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

stress-relieved low relaxation steel conforming to IS :14268, class 2 from

approved supplier including providing corrugated HDPE sheathing

duct for cable system of 27K15, 19K15, 12K15, 7K15, 19K13, 12K13,

3 7K13 with couplers & vent pipes, spacers, anchorages, stressing using MT 1,42,026.43 1,272.95

grouting, recess filling, epoxy protection of anchorages and all related

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

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

GMRC Oct 2026 Page 43 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B5- STRUCTURAL STEEL

Item Description Unit Rate Quantity Amount (Rs.)

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

1 and fabrication of steel members for Steel Plate girder Bridge Work MT 1,44,480.88 320.00

using structural steel plates (conforming to IS-2062-Grade B0 E 410) &

structural steel rolled section (conforming to IS-2062-Grade B0 E 250)

to the required profile and shape as called for including the shear studs

profiled from the rods and erection of fabricated girders at specified

site locations. This item includes preparation of fabrication shop

drawings, necessary templates, all cutting, welding (using automatic

submerged arc welding), grinding & all equipments and operations etc

required to complete the job.This item also includes all tests on

materials and welded fabricated parts as required. This item also

includes application of sand blasting on materials, application of primer

and various coats of internal and external painting in fabrication shop

and site as per technical specification in chapter of structral steel. This

item includes all necessary equipments required to complete the job

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

above) and its compatible nuts and washers.

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

required profile and shape as called for at designated site location

including loading, transportation of all structural steel members from

fabrication shop to site and unloading; preparation of erection scheme

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

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

temporary support/staging, staging braces, bracing to permanent work,

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

foundations required for erection. This item also includes the field

bolting at erection site as per specifications including all connections

GMRC Oct 2026 Page 44 of

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required between steel plate girder and bearings.

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

manufacturer as per contract provision. For payment purpose, nominal

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

Payment Terms shall be as follow:

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

inspection and approval.

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

after inspection and approval.

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

components at site.

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

and drifs and fixing permanent fastner.

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

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

be measured and paid.

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

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

provision of the connection of the same to the permanent work by

welding the same or making holes as per the approved launching

scheme will be done by tenderer. No payment will be made for such

GMRC Oct 2026 Page 45 of

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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 &

2 three coats of enamel paint of approved make and colour as per MT 1,11,168.75

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

directions of engineer. The rate includes required surface preparation

(sand blasting).

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

IS-802 (Part II ), IS:5358 and IS:4759. and the mass of zinc coating shall

not be less than 500 g/sq.m.

Providing, fabricating and erecting structural steel inserts for cable

tray, inserts for cable ducts, inserts for signalling mast steel brackets

over parapet for fixing street light, earthing arrangement consisting

of plates with welded hold fast, welded headed nuts, internal

threaded sleeve, studs in the form of U bars, bolts (class 4.6) etc..

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

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

not be less than 500 g/sq.m.

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

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

cap/pile would have to be handed over to the contractor for placement

and fixing in the reinforcement cage/ shuttering before concreting. No

extra paymet will be made for such inserts.

GMRC Oct 2026 Page 46 of

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Providing, fabricating and Erection of structural steel Foot Over Bridge

(FOB) as per grade defined in drawing i.e. E250 BR and tube section YST

310 complete. This rate also includes preparation of shop drawings

procurement of raw materials sand blasting, painting, trail assembly

and all other activities.This item includes all necessary equipments

required to complete the job including procurement, testing and supply

of HSFG bolts (class 8.8 and above) and its compatible nuts and

washers. This item is also applicable for station box and entry/exit

structure wherever required as per the direcction and apporval of

engineer incharge.

i) Procurement and testing of Steel Quantities=45%

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

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

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

GMRC Oct 2026 Page 47 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B6 - BEARINGS

Item Description Unit Rate Quantity Amount (Rs.)

1 Elastomeric bearings

Supply and fixing in position true in line & level, Elastomeric bearings

of approved make, placing and fixing in location as per specification/

drawings and as directed by the Engineer in charge.

For elastomeric bearing below superstructure Cucm 0.54

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

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

Supply, fabrication, and installation of MS Wedge Plates including

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

approved drawings and specifications.and Fixing of MS Wedge Plate

over Elastomeric Bearing for U-Girder.

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

Cum PTFE Bearing and its components in position during casting

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

anchor bolts and underside of base plate with approved non-shrink

cementitious grout (e.g. Conbextra GP2 or equivalent) as per -

specification. The design of POT cum PTFE bearings shall be done

by contractor as per loads, movements etc. given in good for

construction (GFC) drawings.

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

GMRC Oct 2026 Page 48 of

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

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

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

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

for those indicated. -

4 Spherical bearings

(i) Providing, fitting and fixing in position true in line and level Spherical

bearings , complete in all respect with all components incl grouting

with non-shrink cementitious grout as per drawing and technical Nos. 1,05,360.2

specifications.

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

Horizontal load =1670 kN

Total Number of Free Bearing Max Vertical load = 5600 kN Nos. 87,490.7

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

5600 kN and Horizontal load =1670 kN

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

5600 kN and Horizontal load =1670 kN

GMRC Oct 2026 Page 49 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B7- MISCELLANEOUS ITEMS

Item Description Unit Rate Quantity Amount (Rs.)

1 Drainage Work

Providing & fixing of double wall HDPE corrugated/plain pipes and /or

UPVC pipes (only external if provided) as specified for rain water in

superstructure of all types and down take pipes, bends, 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 Oct 2026 Page 50 of

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Strip Seal Joint – Providing and installing Single strip seal joint

conforming to latest revisions of MORTH circulars incl. provision of

edge beams at end edges of precast diaphragm segments and cast in

(ii) situ unit and all related operations as required to complete the work RM 9,045.00 220.00

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 RM 2,133.86 70.00

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 10.00

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

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

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

4.5 200 mm dia upto 250rnm long Nos

5 Rebaring as per below per below details -

5.1 10mm dia. Rebar Fixing in 12mm dia. with hole depth of 6" Nos 224.26 200.00

GMRC Oct 2026 Page 51 of

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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 914.37 200.00

5.4 20mm dia. Rebar Fixing in 25mm dia. with hole depth of 6" Nos 1,058.75 200.00

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,

6 Hot Dip Galvanized , fabrication, transportation at site, fasteners and Kg 121.50 825.00

fixing in viaduct holes already provided by Civil contractor for cable

fixing/tieing, complete job in terms of approved drawings and as per

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

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.

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Providing, casting, supplying, transporting and erecting precast

reinforced cement concrete (RCC) boundary wall panels with RCC

9 posts, including excavation, foundation, erection, fixing of panels, Sqmt 2,235.60 429.00

jointing, 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, channels etc.

11.0 Masonry Work

Providing & laying Autoclaved Aerated Cement Blocks masonry with

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

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

polymer modified adhesive mortar all complete as per direction of

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

shall be made for seperately).

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

11.2 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate Sqm 366.00 72.00

12.5 mm nominal size).

GMRC Oct 2026 Page 53 of

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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 1,500.00

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

class designation 7.5 in foundation and plinth in:

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

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

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 8103.00 30.00

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 30.00

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

superstructure above plinth level up to floor V level.

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

GMRC Oct 2026 Page 54 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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 -

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 7011.00 30.00

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

GMRC Oct 2026 Page 55 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Providing and fixing up to floor five level precast cement concrete

solid block, including hoisting and setting in position with cement

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

shuttering complete :

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

11.12.1 sources : 3 graded stone aggregate 20 mm nominal size derived from cum 15919.00 120.00

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 18,000.00

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 7,875.00

12.3 6 mm cement plaster of mix :

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

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 Oct 2026 Page 56 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Supply, providing, fabrication, erection and Fixing in position

Galvanized Steel parapet with 3mm thick polycarbonate sheet and

14 height upto 1.5m as per the approved drawings and as per direction Rmt 7983.00 100.00

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

material, labour etc.

Anti Carbonation paint:

15 Providing and applying primer + two coats of 100% acrylic breathable, Sqm 266.95 8,000.00

anti-carbonation, heat insulating,decorative external paint. Before

giving this treatment the entire surface shall be thoroughly cleaned

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

polymeric non shrink auto suction crack filler putty, anti carbonation

waterproof, heat insulating, decorative external paint as per

manufacturer's specifications, Acrylic paint shall be

spray/brush/roller applied and shall conform to the following

i) Carbon dioxide diffusion eqivalent air layer thickness(DIN EN 1062-

ii) Carbon dioxide diffusion resistance co-efficient (DIN EN 1062-

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

iv) Adhesion (ASTM D 4541_>2 N/mm2.

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

GMRC Oct 2026 Page 57 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B8 - Structural Steel for Open Web Girder

Item Description Unit Rate Quantity Amount

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

1 approved drawings of superstructure of the Bridge over Railway lines with MT 1,81,543.22 546.11

contractor's own structural steel plates (conforming to IS-2062-Grade B0

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

250) quality with all welds, rivets, nuts bolts, etc. with contractor's own

materials, fabrication, machinery, templates, fixtures, equipments, tools

and plants, transportation, skilled/unskilled labour, all leads and lifts,

Descent, loading, unloading, crossing one or more Railway track if

required, etc. complete and as per RDSO drawings & specifications by

RDSO approved venders only.The work shall be carried out during block

periods sanction by railway. No extra payment shall be made on this

The rate is inclusive of transportation of fabricated truss parts to site by

contractor's own means at his cost.

The structural steel to be used shall be procured from the Railway/RDSO

approved manufacturer only. Work has to be done as per drawings and

specifications approved by Railway.

1) The fabrication of truss must be got done from RDSO approved firms

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

only be considered.

GMRC Oct 2026 Page 58 of

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Metalising TRUSS components such as cross girders, top chord channels,

bracing etc. as directed by Engineer with aluminium spray not less than

two layers after preparing surface by sand/grit blasting as per provision

laid in Appendix VI of IRS B 1 code (latest alteration) including one coat

wash primer (IS-5666) one coat zinc chrome primer (IS-104) and two coats

of aluminium paint (IS-2339) with approved paint conforming to IS

specification for fabrication and erection of steel girder bridge (IRS B 1)

with Contractor's own materials, tools and plants, labour, loading,

unloading, transportation, handling, re-handling if any, including all lead,

lifts, Descents, crossing of track/obstruction etc. complete in all respect

and as per direction of the Engineer.

Assembling, Welding, Erecting, Riveting, Launching, bolting by HSFG

bolts(class 8.8 grade and above) wherever required (as per approved

drawings) with contractor's rivet materials, weld materials, HSFG bolts,

service bolts, erection and launching of Truss span to Railway's approved

drawings with other ancillary steel structures fixed to the truss where

necessary in proper level and alignment and as per technical

specifications. The cost includes cost of launching steel nose/ launching

steel girder of required length.

GMRC Oct 2026 Page 59 of

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Payment Terms shall be as follow:

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

inspection and approval.

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

after inspection and approval.

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

components at site.

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

drifts and fixing permanent fastner.

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

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

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

erection of steel truss superstructure who has erected similar type of 45m

span steel truss.

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

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

erection / launching of fabricated part or complete truss and the provision

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

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

tenderer. No payment will be made for such operations.

GMRC Oct 2026 Page 60 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule B9 - Sabarmati River Bridge

Item Description Unit Rate Quantity Amount

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

1 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.

GMRC Oct 2026 Page 61 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

2 instead of M35 grade concrete. Minimum cement content shall be 390 cum 365.00

kg/cum of concrete.

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.

3 Measurement :- The liner shall be of MS plate, of required thickness or as MT 1,04,401.90

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

4 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

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

GMRC Oct 2026 Page 62 of

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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 )

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

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

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

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

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

including all arrangements for measuring deflections and submitting

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

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

anchors, if any) for the kentledge load.

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

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

GMRC Oct 2026 Page 63 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Non destructive integrity testing of piles of

1800mm/1500mm/1200mm/1000mm dia and as per specifications,

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

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

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

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

of pile tested)

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

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

foundations extending 75mm all around beyond pile cap, open foundation

slabs and ramp foundations. Rate shall include cost of using required

dosage of admixture in concrete for obtaining required workability as

per approval of Engineer.

Providing M 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 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 up to good concrete and built up of pile

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

surplus excavated material along with pile heads using covered trucks to

contractor's dumping yard with all leads and lifts and as directed by

the Engineer-in-charge. The contractor should ensure that during

GMRC Oct 2026 Page 64 of

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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.

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

12 cap instead of M35 grade concrete. Minimum cement content shall be 410 cum 350.83

kg/cum of concrete.

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.

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

GMRC Oct 2026 Page 65 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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 booms.

Extra over item no 13 (above) for providing M60 grade reinforced

14 cement concrete instead of M55 grade concrete. Minimum cement cum 819

content shall be 450 kg/cum of concrete.

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 separately.

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

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

16 cement concrete instead of M55 grade concrete. Minimum cement cum 819.00

content shall be 450 kg/cum of concrete.

Providing M 55 grade reinforced cement concrete (as per technical

specification) for Pedestals and Shear Key/Seismic Stopper including

centering, steel shuttering, scaffolding and all related operations as

required to complete the work as specified in drawings. Reinforcement

shall be paid separately. Rate includes required dosage of admixture in

concrete for obtaining required workability as per approval of Engineer in

GMRC Oct 2026 Page 66 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

Providing and laying M55 grade cement concrete using OPC grade

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

arrangements as required all handling etc. complete). Reinforcement steel

shall be paid separately under relevant BOQ item. Payment for

Prestressing system (includes strands, anchorages, sheathing, vent pipe,

etc.) will be measured under 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

18a grade concrete. Minimum cement content shall be 450 kg/cum of Cum 649

GMRC Oct 2026 Page 67 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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 by 2.5t/cum.

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 of the girder and submitting a report. The

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

installation of measurement devices etc and additional measures (such

as temperature measures) shall be as directed by the Engineer. After

completion of the test all the materials used for the load testing shall be

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

method statement and third party certification of the test.

GMRC Oct 2026 Page 68 of

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

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

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

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

diamond form at each reinforcement junction in all structural concrete at

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

include welding involved towards stay current protection effects as

per system approved by Engineer-in- charge. The rate shall also include

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

lift etc. as per drawings and technical specification as directed by Engineer-

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

specifications.

(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

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 Oct 2026 Page 69 of

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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,

23 spacers, anchorages, stressing using 27K15, 19K15, 12K15, 7K15, 19K13, MT 1,42,026

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

24 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, MT 1,11,168.75

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.

GMRC Oct 2026 Page 70 of

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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 ), 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.

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

26 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 48,625.41

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

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

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

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

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

those indicated.

GMRC Oct 2026 Page 71 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

TEMPORARY STRUCTURE / WORK REQUIRED TO BE CARRIED OUT FOR

CONSTRUCTION OF RIVER BRIDGE

Providing sheet pile of adequate dimensions as per approved design for

(i) constructing temporary island/cofferdam and approach road as required MT 45,495.00

to enable construction of pile foundation in dry condition.

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 to maintain the dry conditions inside the cofferdam if

required, for laying foundation and RCC pier as per relevant drawing

complete in all respects.

Withdrawing of sheet pile and disposal of the same after completing

(iii) the work, leaving the river bed neat and clean to the RMT 607.00

complete satisfaction of the Engineer-in-charge.

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,

(iv) material, machines and T&P etc. required for the construction work cum 682.00

to the complete satisfaction of Engineer-in-charge. Providing

adequate arrangement for passage of channel flow through temporary

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.

Removing of sand/soil/other backfill material used for constructing

temporary island/cofferdam/approach road, etc. as required to enable

(vi) construction of pile, pile cap, pier, etc.in dry condition after completing cum 256.00

the work, leaving the river bed neat and clean to the complete

satisfaction of the Engineer-in-charge.

GMRC Oct 2026 Page 72 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Supply fabrication, installation/erection of structural steel for

temporary bridge as per approved design and drawings for provinding

(vii) approcah to temporary island/cofferdam and approach road from MT 1,21,321.00

river bank as required to enable construction of pile, pile cap, pier, etc.. as

per directions of Engineer-in-charge

Deduct for salvage value of structural steel used for temporary -

(viii) MT -37,913.00

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.

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.

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,

30 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 390 kg/cum of concrete)

M50 grade reinforced cement concrete. (Minimum cement content shall

be 430 kg/cum of concrete)

M55 grade reinforced cement concrete. (Minimum cement content shall

be 440 kg/cum of concrete)

GMRC Oct 2026 Page 73 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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 etc.

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

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

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

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

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

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

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

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

in shutter if required, shall be as per drawing). Minimum cement content

shall be 390 kg/cum of concrete.

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

For all RCC items of schedule B9, 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

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.

GMRC Oct 2026 Page 74 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

(a) 100mm Dia RM 271.60

(b) 150mm Dia RM 437.66

(c) 200mm Dia RM 670.97

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

GMRC Oct 2026 Page 75 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Schedule C - Provisional Sum

Item Description Unit Rate Quantity Amount (Rs.)

Road works Item under R&B SOR 2023-24 LS 3,00,00,000 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

Schedule follows:

C2 i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

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

GMRC Oct 2026 Page 76 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

Section wise summary of Bill of quantities

Section Description of Section Amount

2 MV DISTRIBUTION BOARD

3 MV CABLE, CABLE TRAYS and RACEWAYS

4 WIRING SYSTEM

5 LIGHTING SYSTEM

6 EARTHING SYSTEM

7 LIGHTNING PROTECTION SYSTEM

8 UNINTERRUPTED POWER SUPPLY SYSTEM

10 CORE CUTTING

11 ADDITION/DELETION/MISCELLANEOUS ITEMS

TOTAL AMOUNT OF SCHEDULE D1: ELECTRCAL SYSTEM WORKS

TOTAL AMOUNT OF SCHEDULE D1: ELECTRCAL SYSTEM WORKS

GMRC Oct 2026 Page 77 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

S.No Description of Item Unit Rate Quantity Amount

SWITCH BOARDS/PANELS

Design, Fabrication, Assembling, Wiring, Supply, installation, testing

& commissioning of LT Panels fabricated out of CRCA sheet steel

mm thick for structural members and 1.6 mm thick for doors and

covers in cubical compartmentalized free standing floor mounted,

dust and vermin proof with reinforcement of suitable size ISA / ISMC

/ ISMB / flats wherever necessary. Panels shall be treated with all

anticorrosive process and powder coated (Minimum thickness

micron) with approved shade. Panels shall be suitable for 415V,

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

in accordance with BS EN61439-1/IEC 61439-2 . Internal arc test as

per IEC 61641 complete as per specification.

b The panels shall be provided with detachable gland plates of 3mm

thickness for entry of cables from the top/bottom as required.

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

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

suitably spaced.

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

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

capacity. Bus Bar Sizing calculations shall be submitted for approval

of GMRCL Engineer.

GMRC Oct 2026 Page 78 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

e All components shall be connected to a common internal copper

earth bus bar of minimum size 50mm x 6mm.

g Hinged doors with Neoprene type gaskets & Triangle key lock

facility shall be provided on Doors and all outgoing feeders with

switch handles lockable in OFF position.

h Each incomer and outgoing feeder shall be provided with suitably

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

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

with all required accessories suitable for 230 VAC operation as

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

panels under this contract in order to have uniformity and

standardization.

k All MCCBs shall be current limiting type microprocessor based

releases having continuously adjustable current setting in the range

of 0.4 to 1.0 and 2-10 times of short circuit, rated for requisite

specified Service short circuit breaking capacity (Ics) suitable for

isolation conforming to latest IS/IEC60947-2 duly marked on MCCB,

at operating voltage (Ue) of 415 V, insulation voltage (Ui) 1100 V and

with trip free mechanism, handle indicating ON/OFF/tripped

position. The breaking capacity as mentioned in items of BOQ below.

Breakers must have Ics = Icu = Icw.

l All MCCB's shall be 4 pole with Over Load Protection,Short circuit

and Earth Fault sensing. MCCBs shall be suitably designed to provide

protection of motors, cables, busbars to suit rated current,

unbalanced power distribution as required and with front adjustable

overload and short circuit releases and minimum electrical

endurance shall be of the order of suitable operation cycles as

specified in the Technical Specification.All MCCBs shall be provided

with Rotary handle and spreader links for termination. All 4P MCCB

has inbuilt feature of earth fault protection, whereas all TPN MCCB's

GMRC Oct 2026 Page 79 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

(Expect Motor Starters & DRPC Panels) shall have external CT for

neutral overload protection and earth fault protection

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

provided with potential free contacts for connectivity to PLC for

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

couplers of switch boards/ panels shall be provided with Multi

function Meters with RS 485 for BMS connectivity. All the RS -485

devices of Panels/ DBs shall be looped into a single terminal/ port for

each panels for easy integrations with BMS. All internal Wiring &

required accessories are in scope of Panel/ DB Vendor.

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

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

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

releases operating between 3 to 5 times rated current for normal

power distribution application and 5 to 10 times rated current for

motor application duty, with minimum Electrical endurance of the

order of 20000 operation cycles. All MCCBs shall be provided with

Rotary handle and spreader links for termination complete as

o Panel design shall be compact to economies the room space

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

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

Auxiliary contacts.

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

r The panels shall be provided with polymer based fire trace tube

system. Scheme of fire trace tube system shall be got approved by

GMRCL Engineer before proceeding with manufacturing and

assembly. Cost for this item shall be paid under suitable Item of Fire

fighting works. Contractor shall interface with OEM of panel and

Panel flooding system and ensure that the provision is made during

fabrication of panel itself.

GMRC Oct 2026 Page 80 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

s Internal control wiring in the Starters shall be done with FRLSH PVC

insulated cables of adequate size. Internal wiring, contactors, relay

contacts, push button contacts should be rated not less than 2.5 sq.

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

port for BMS/SCADA functioning.

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

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

the specifications complying with the latest Indian Standards

(IS:15517) and NFPA-2001. An Automatic gas flooding system shall

be provided with manual overriding system with regulated valve

arrangement including control & Monitoring module for opening or

closing the cylinder as and when it is called for. A bank of clean agent

gas cylinders with necessary tubing shall be provided.

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

Status, Control & Monitoring through Ethernet/TCP IP Port / RS

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

w The Digital Multifunction meter shall have inbuilt bar graph for

showing the percentage loading in each phase and inbuilt LED display

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

VARh & Hz. with BMS connectivity.

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

control supply as required including conversion needed if any from

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

Technical specifications.

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

GMRC Oct 2026 Page 81 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

meeting application duty requirement provided with insulations/

bus bar supports system withstanding the thermo dynamic stresses

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

for outdoor application.

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

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

1.1 MAIN DISTRIBUTION BOARD (MDB)

A Transformer - I Incoming

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

GMRC Oct 2026 Page 82 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

of MCBs and Accessories

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

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

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

Burden & Class 5P10 for protection

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

burden and Class 1 for measurement

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

burden and Class 1 for APFC relay

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

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

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

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

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

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

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

xvi) Auxiliary contacts required for necessary interlocking of

Transformers, HT & LT breakers.

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

xviii) Contractor shall provide earmarked potential free terminals for

SCADA signals as per specification & requirements.

B Transformer - II Incoming

GMRC Oct 2026 Page 83 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable setting and time log facility for

each of the fault for achieving discrimination along with distinct fault

indication through LED display. ACB shall be provided with

continuous rated shunt trip release suitable for 240 VAC operation,

suitable handles to operate ACB manually and spring charging device

suitable for 1 phase, 240 VAC operation, NO/NC contacts for

interlocks and indications. ACB shall have in-built compatibility

through open protocol like Modbus for SCADA/BMS connectivity

(RS485) along with following accessories.

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

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

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

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

with facility conforming to specifications and latest IEC standards

with necessary Circuit MCBs and suitable size summating CTs for

metering supporting SCADA/BMS connectivity

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

set of CTs, MCBs and Accessories

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

of MCBs and Accessories

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

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

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

Burden & Class 5 P10 for protection

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

burden and Class 1 for measurement

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

burden and Class 1 for APFC relay /AHF.

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

GMRC Oct 2026 Page 84 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

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

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

xvi) Auxiliary contacts required for necessary interlocking of

Transformers, HT & LT breakers.

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

xviii) Contractor shall provide earmarked potential free terminals for

SCADA signals as per specification & requirements.

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

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

Microprocessor based release unit for Over Current, Short circuit and

earth fault protection with adjustable setting and time log facility for

each of the fault for achieving discrimination along with distinct fault

indication through LED display. ACB shall be provided with

continuous rated shunt trip release suitable for 240 VAC operation,

suitable handles to operate ACB manually and spring charging device

suitable for 1 phase, 240 VAC operation, NO/NC contacts for

interlocks and indications. ACB shall have in-built compatibility

through open protocol like Modbus for SCADA/BMS connectivity

(RS485) along with following accessories.

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

ON/OFF push buttons.

ii) Auxiliary contacts required for necessary interlocking of

Transformers, HT&LT breakers.

iii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

GMRC Oct 2026 Page 85 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

Electrolytic high conductivity tinned copper three phase and neutral

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

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

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

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

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

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

Ammeter with Ammeter selector Switch.

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

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

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

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

Ammeter with Ammeter selector Switch .

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

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

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

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

Ammeter with Ammeter selector Switch.

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

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

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

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

Ammeter with Ammeter selector Switch

GMRC Oct 2026 Page 86 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

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

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

Ammeter with Ammeter selector Switch.

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

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

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

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

Ammeter with Ammeter selector Switch.

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

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

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

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

Ammeter with Ammeter selector Switch.

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

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

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

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

Ammeter with Ammeter selector Switch.

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

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.

GMRC Oct 2026 Page 87 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

c) Automatic changeover system complete

B INCOMING FROM DG PANEL

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

variable overcurrent ans short circuit and short circuit releases for

b) Automatic changeover system complete

Electrolytic high conductivity tinned copper three phase and neutral

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

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

a) All incomers shall be interlocked electrically & mechanically with

contactor based automatic changeover system so that only one

supply is switched on at a time and fail safe restoration.

D Outgoing Units

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

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

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

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

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

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

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

GMRC Oct 2026 Page 88 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

1 No, 230V, AC operated integral type Digital meter with RS485 port

for measuring Amps ,Voltage, Energy, kWH, kVAR, frequency,

Maximum Demand & power factor etc conforming to specifications,

latest IEC/ EMC and EMI standards/criterion, with necessary Circuit

MCBs and suitable size summating CTs for above incomers metering

supporting SCADA/BMS connectivity.To be equipped with source

power sensing, automatic changeover, 3-phase Under-voltage

protection, Phase Sequence Protection and test facility inbuilt in the

controller and RS 485 communication port with compatibility for

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

adjustable Overload protection, Short Circuit protection, shunt trip

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

drawing and specifications along with 3 sets of following accessories.

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

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

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

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

with facility conforming to specifications and latest IEC standards.

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

of CTs, MCBs and Accessories

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

of MCBs and Accessories

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

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

vi) Auxiliary contacts required for necessary interlocking of breakers.

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

burden and Class 1 for measurement.

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

ix) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

GMRC Oct 2026 Page 89 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

SITC of Emergency Main Distribution Board (EMDB) No. 27,42,942.60

1.3 Design, Supply, installation, testing commissioning of Main

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

Drawing with following:

Main Lighting & Power panel (MLPP)

A Incomer (from MDB-1)

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

in Microprocessor based release unit for Over Current, Short circuit

and earth fault protection with adjustable settings. The breaking

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

compatibility through open protocol like Modbus for SCADA/BMS

connectivity (RS485) along with following accessories.

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

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

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

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

with facility conforming to specifications and latest IEC standards.

MFM shall have in built compatibility through open protocol like

Modbus for SCADA/BMS connectivity (RS485) and all required

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

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

iv) Amber healthy trip indicating lamps

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

burden and Class 1.0 for measurement

vi) Auxiliary contacts required for necessary interlocking.

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

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

GMRC Oct 2026 Page 90 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

viii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

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

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

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

variable overcurrent, short circuit releases. Suitably rated AC3 Duty

power contactor of with necessary NO & NC auxiliary contacts as

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

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

complete as required and approved.

SITC of Main Lighting & Power panel (MLPP) No. 595785.85 3.00

1.4 Design, Supply, installation, testing commissioning of Emergency

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

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 accessories.

GMRC Oct 2026 Page 91 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

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

burden and Class 1.0 for measurement

iii) Auxiliary contacts required for necessary interlocking.

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

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

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

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

vii) Contractor shall provide an earmarked potential free terminals for

SCADA signals as per specification & requirements.

Electrolytic high conductivity tinned copper three phase and neutral

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

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

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

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required

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

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

required and approved.

GMRC Oct 2026 Page 92 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

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

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required

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

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

required and approved.

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

overcurrent & short circuit releases. Suitably rated AC3 Duty power

contactor of with necessary NO & NC auxiliary contacts as required

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

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

required and approved.

SITC of Emergency (UPS) Power panel (EPP) No. 798368.60 3.00

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

Water Pump Panel (FWP) complete as per specifications,

Drawings and as per following details:

1.5.1 Fire & Water Pump Panel (FWP)

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

changeover system with source power sensing with provision for

receiving two independent source power supply (one incoming

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

electrically and mechanically interlocked with common base frame

and controller having selector switch for automatic & manual

operation on both the sources., 3 phase Under - voltage protection

and Phase Sequence Protection inbuilt in the controller and RS

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

GMRC Oct 2026 Page 93 of

TENDER NO. GMRC/CONS/STNS+VDCT-7/2026

for ON, OFF, TRIP indication etc. as per drawing and specifications

each along with following.

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

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