Construction of 3.33 KM Elevated Viaducts and 3 Nos. Stations from GIFT City to Shahpur Circle including Civil Structural Works, Architectural Finishing Works, Structural Steel Roofing, Signages, PHE Works and E&M Works of Ahmedabad Metro Rail Project Phase -2B

Bill of Quantities

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 April 2026 Page 1 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

PREAMBLE AND GENERAL REQUIREMENTS

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 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

1. 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 contractor.

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

2. 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 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

3. 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 but are required to be carried out as per direction of Engineer in Charge will be based on list of concerned

items as available in latest Schedule of Rates (SOR) of works as per below preference.

1. Gujarat State Schedule of Rates by Road & Building 2024-25 (R&B Gandhinagar) department

4. 2. Gujarat State Schedule of Rates by Gujarat Water Supply & Sewerage Board (GWSSB) 2022-23

3. Delhi Schedule of Rates 2023 & Plinth Area Rate

Wherever applicable cost index for Ahmedabad Region shall be considered.

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

If the Tenderer fails to fill up the percentage rate, “In each Schedule of the Summary sheets” the offer will be evaluated based on the Par rate (cash value rate

6. 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

GMRC April 2026 Page 2 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

General directions and descriptions of work and materials are not necessarily repeated or detailed in the Bill 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 the particular item), lifts, ascend, descend,

handling, rehandling, crossing of Nallah/Streams/Tracks any other obstructions.

All enabling works for executing the work e.g. approach road to site, launching arrangements, arrangement of water and electricity and any other incidental

9. 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 quoted rates.

In all concreting items, all material, equipment, labour, casting beds, stress frames, form work staging, scaffolding, etc is to be arranged by the contractor within

10. the quoted rates.

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

11. 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 Contract/Specifications except as otherwise specifically

12. provided in the description of item or particular bill of quantities or explanatory notes to the particular bill of quantities.

Obtaining prior permission for felling of trees will be in 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 vibrated or Ready Mix Concrete prepared in

15. 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 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

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

17. 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 Employer.

Prior to demolishing of any structure measurements will have to be taken. Scheme of dismantling has to be got approved from the Engineer-in-charge.

GMRC April 2026 Page 3 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

All activities not specifically covered in BOQ /Schedule of Items, but required to be executed in order to complete the Scope of work have to be deemed as

19. covered with in these mentioned items of the Schedule / BOQ.

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

The contractor must see the site conditions such as type of soil, locations etc., and take all factors into consideration while quoting in the BOQ as no extra cost

21. 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 specification of the complete installation by licensed

All temporary works shall be carried out by the contractor including temporary lighting & power at station 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 contractor at his own cost as per the technical

24. 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

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-

25. 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,

26. 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 source, if any, will be deducted by the Employer in

accordance with the Income Tax Act and any other acts in force and in accordance with instructions issued by the Authorities on this behalf, from time to time.

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

GMRC April 2026 Page 4 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

The rates and prices to be tendered in the Bill of Quantities are for completed and finished items of work and complete in all respects. It will be deemed to

have included all constructional plant, tools, machinery, labour, supervision, materials, fuel, oil, consumables, elect& power, water, transportation, all leads

and lifts, dewatering, all temporary works and false works, construction of temporary stores and buildings, fencing, watering, lighting, erection maintenance,

night working, inspection facilities, safety measures at work sites casting yard for workmen and road users, preparation of design and drawings pertaining to

29. 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 BOQ.

Annexure-13A as duly filled in and priced should be invariably submitted in the Financial Package as mentioned under Para C15.1 of the I.T.T (Instruction to

30. 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 of unqualified withdrawal of all conditions of

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

31. 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 considered in the state and central Tax, duties, levies

32. 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 N Procurement Portal and nowhere else.

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

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 to be carried out at site by authorized agencies.

The contractor shall carry out DG set testing and commissioning including supply of fuel & other consumables/accessories at site without any extra cost for

37. supply of fuel & other consumables/accessories as required or instructed by the Engineer.

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

GMRC April 2026 Page 5 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

All wall and floor openings where cable containments are passing through shall be sealed with 2-hour fire rated sealant after completion of cable pulling or

39. installation.

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

40. 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 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

41. included in the quoted rates.

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

42. 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 test, type test reports and qty sheet along with

43. 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 include transportation, lodging & boarding of

44. 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 specification before work commencement at site

45. or any material delivery at site.

GMRC April 2026 Page 6 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

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

Total Amount (INR)

Total Amount (INR)

(including percent above /

Schedule No. & Description % at Par/above/below

S below / at par of

Basic Cost (INR)

No Amount At Par Value)

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

1 Schedule-A General

2 Schedule -B Viaduct and Stations Civil Structural Works

3 Schedule -C1 Architectural Finishing Works (DSR Items)

4 Schedule -C2 Architectural Finishing Works (NDSR Items)

5 Schedule -D Pre-Engineered Steel Structure Works

6 Schedule - E Signage Works

7 Schedule - F PHE Works

8 Schedule - G1 Electrical System Works

9 Schedule - G2 Fire Alarm System & Fire Fighting System Works

GMRC April 2026 Page 7 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

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

Total Amount (INR)

Total Amount (INR)

(including percent above /

Schedule No. & Description % at Par/above/below

S below / at par of

Basic Cost (INR)

No Amount At Par Value)

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

10 Schedule - G3 Air Conditioning & Ventilation System Works

11 Schedule - G4 Building Management System Works

Comprehensive Annual Maintenance for 05 years

12 Schedule – G5 for competed Electrical and Machanical system

Provisional Sum for Electrical System, Fire Alarm

System & Fire Fighting System, Air Conditioning

13 Schedule - H

and Ventilation System, Building Management

System and Miscellaneous Works

Total of Schedule A, B, C1, C2, D, E, F, G1, G2, G3, G4 & G5

01. The tenderer shall quote a percentage (Above/Below/At Par) at SN. 1 to 13 of this summary Sheet only and nowhere else. Total of Schedule from S. No: 1 to

shall be Considered for Tender Evaluation.

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

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

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

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

GMRC April 2026 Page 8 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

SUMMARY SCHEDULE - A

Sr. No. Description of Section Amount Rs.

TOTAL AMOUNT_SCHEDULE-A ₹

TOTAL AMOUNT_SCHEDULE-A ₹

GMRC April 2026 Page 9 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

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

contractor shall provide the following:

A.1 Surveying for verifying alignment, marking pier location, vertical & KM 64345 3.50

horizontal clearances and establishing triangulation points and bench marks

for the elevated corridor including corrections, if any.

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

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

control points and submission of drawings.

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

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

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

along with the final bill.

GMRC April 2026 Page 10 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

A.2 Providing temporary barricade in good condition (new/refurbished) RM 3827 8000.00

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

construction at site as per technical specifications and GFC drawings.

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

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

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

and logo of Metro including maintenance of the same duly cleaning the same

on fortnightly basis and painting if required, arrangement for blinker lights/

rope light on barricades during night as per requirement and as per the

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

has to be kept continuously. Nothing extra will be paid for dismantling and

re-erecting the barricades within contract boudry. There should not be any

opening at the end of barricade except at locations approved by Engineer-in-

charge. (Barricading for road widening work shall be measured separately).

Barricading may be required to be shifted laterally number of times as per

site requirements/sequence of works but payment will be made only on first

installation. In case of variation in weight per RM, the prorata rate adjustment

will be made for 70% of cost

(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.

GMRC April 2026 Page 11 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

(v) For 2.0m barricades 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 as his

own cost. Nothig shall be paid 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

70% on erection of barricade

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

A.3 Submit colour photographs of the works as directed by the Engineer-in- Per 1530 24.00

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

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

(hard copy in Glossy paper) of each photograph of size not less than 225 x

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

GMRC April 2026 Page 12 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

A.4 Supply of video DVDs of 180 minutes duration comprising one master copy Per 7650 24.00

and one extra copy as per technical specifications showing the progress of month

works as directed by Engineer-in-charge.

A.5 Providing furnished office accommodation at casting yard for the use of Per 250000.00 24.00

Engineer and Employer approximately of 500 sqm carpet area (with 80% month

airconditioned) with minimum two watchmen and two office boys.

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.

A.6 Cutting, transporting of trees including primary root, stacking and

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

(i) Girth upto 30cm Nos. 325 200.00

(ii) Girth more than 30cm but upto 50cm Nos. 325 300.00

(iii) Girth more than 50cm but upto 75cm Nos. 583 400.00

GMRC April 2026 Page 13 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

(iv) Girth more than 75cm but upto 1.25m Nos. 1131 300.00

(v) Girth more than 1.25m but upto 2.4m Nos. 1951 60.00

(vi) Girth More than 2.4m Nos. 2341 15.00

A.7 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. 8670 25.00

(ii) Girth more than 30cm but upto 50cm Nos. 9996 25.00

GMRC April 2026 Page 14 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

(iii) Girth more than 50cm but upto 75cm Nos. 11220 25.00

(iv) Girth more than 75cm but upto 1.25m Nos. 12444 25.00

(v) Girth more than 1.25m but upto 2.4m Nos. 14994 25.00

(vi) Girth More than 2.4m Nos. 18666 25.00

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.

A.7.a Extra over item no A.7 (above) for lead more than 1.5 km and upto 5 km for per km 510 25.00

all girth for transportation (per km)

GMRC April 2026 Page 15 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

A.8 Carryout Geo-technical investigation work (as and where required) RM 1530 500.00

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.

A.9 Traffic Signals, Signage Etc.

A.9.a Providing & fixing of retro-reflective traffic sign boards using high intensity sqm 5528 150.00

Retro Reflective Sheeting (encapsulated lens type) as recommended by IRC

and MORTH on 2mm Aluminium Substrate properly processed on front side

of Aluminium substrate with pressure sensitive Heat vacuum applicator.

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

appropriate ink which should also have 7 years warranty. The Retro

Reflective traffic sign boards using high intensity Tape should have MS angle

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

A.9.b Providing and fixing and maintaining the road infrastructure/furniture

during executions, refixing as where required.

(i) Road delineator - Supply of Rectangular Metal Delineator (Black colour Nos 969 100.00

Rectangular Delineator with high intensity Reflective Sheet)

GMRC April 2026 Page 16 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

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.

(ii) Portable Signage - Supporting of Retro-Reflective Sign Board of size 900 mm Nos 3570 75.00

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

(iii) Reflective lights - Hazards warning Blinkers both sides (Rechargeable with 2 Nos 1530 50.00

Nos. sealed maintenance free batteries)

(iv) Traffic Cones Nos 867 40.00

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

Cone Colour: Red Colour (UV stabilized)

Body Material: Low Density Poly Ethylene

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

mm width all around.

GMRC April 2026 Page 17 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

SCHEDULE - A: GENERAL WORKS

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

S.No Description of Item Unit Rate Quantity Amount

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.

A.9.c 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 867 558.00

Supervisor-(minimum 4) Shift 754.8 558.00

Traffic Guards-(maximum 50 man days per day) Shift 714 16740.00

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

Police. The personnel at above should be familiar with traffic rules and

regulations the traffic signals and road delineators shall be placed as per

approved plan and shall be prepared as per relevant code and

Ahmedabad/Gandhinagar Traffic Police guideline.

TOTAL OF SCHEDULE-A: GENERAL WORKS

GMRC April 2026 Page 18 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

Summary of Bill of quantities- Schedudle B

Section Description of Section Amount

2 IN-SITU CONCRETE WORK

3 PRECAST CONCRETE WORK

4 REINFORCEMENT AND PRESTRESSING STEEL

5 STRUCTURAL STEEL

7 MISCELLANEOUS ITEMS

8 ROAD WORKS AND ROAD FURNITURE

9 WORKS UNDER SOR of GWSSB

10 Total for Works under Gujarat SOR of R&B for Entry exit structure of Stations

11 Total for Works under Gujarat SOR of R&B (Electrical wing) for Electrical Items-1

12 Total for Works under Gujarat SOR of R&B (Electrical wing) for Electrical Items-2

TOTAL AMOUNT OF SCHEDULE - B

TOTAL AMOUNT OF SCHEDULE - B

GMRC April 2026 Page 19 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

1 SUB SECTION-1 : FOUNDATION

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

of IS 456 and for high concetration sulphate content the type of cement shall be used as

per Sl. No. (iii) 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.

1.3 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 multiple pile foundation will be

implemented. The lengths of each pile diameter is indicative only and may vary at

Detailed Design stage.

GMRC April 2026 Page 20 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

1.3a For 800mm dia Pile RM 7258.04 3500.00

1.3b For 1000mm dia Pile RM 9401.47 15500.00

1.3c For 1200mm dia Pile RM 12869.67 880.00

1.3d For 1500mm dia Pile RM 15000 100.00

Extra over item no 1.3 (above) for providing M40 grade concrete for pile instead of M35

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

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

1.4 required as per approved construction drawings and directions of Engineer-in-charge all MT 108469.51 35.00

complete and applying a primer coat of approved steel primer.

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

duly approved. The payment of liner shall be made in Kg as per the area of the MS sheet

provided in liner multiplied by density ( 78.5 kN/m3). The quoted rates will be

applicable for all lengths provided upto the soffit of pile cap. The measurement will be

made for the actual length of liner provided correct to one centimeter.

GMRC April 2026 Page 21 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

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

arrangements for measuring deflections and submitting reports as per specifications. This

includes making of pile head ready for testing at the desired level, supporting / reaction

1.5 arrangement (including reaction piles/soil/rock anchors, if any) for the kentledge load.

Cost of pile to be tested wil be paid in item 1.3. The test arrangements shall cater for

additional 25% above test load)

(i) 800 mm dia pile (Test load of 680MT) Nos. 631932 4.00

(ii) 1000 mm dia pile (Test load of 1200MT) Nos. 1062960 4.00

(iii) 1200 mm dia pile (Test load of 1800MT) Nos. 14,65,284 2.00

(iv) 1500 mm dia pile (Test load of 2400MT) Nos. 1700000 1.00

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

for measuring deflections and submitting reports as per specification and tender drawing.

This includes making of pile head ready for testing at the desired level, supporting /

1.6 reaction arrangement (include reaction piles/ soil/ rock anchors, if any) for the kentledge

load. (Cost of test pile will be paid in item 1.3 )

(i) 800 mm dia pile (Test load of 38MT) Nos. 100237.5 4.00

GMRC April 2026 Page 22 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

(ii) 1000 mm dia pile (Test load of 50MT) Nos. 100237.5 4.00

(iii) 1200 mm dia pile (Test load of 63MT) Nos. 100237.5 2.00

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

arrangements for measuring deflections and submitting reports. This includes making of

1.7 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. 505548 6.00

(ii) 1000 mm dia pile (Test load of 675MT) Nos. 759336 6.00

(iii) 1200 mm dia pile (Test load of 975MT) Nos. 876229 2.00

(i)v 1500 mm dia pile (Test load of 1200MT) Nos. 1000000 1.00

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

arrangements for measuring deflections and submitting reports. This includes making of

1.8 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. 100237.5 6.00

GMRC April 2026 Page 23 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

(ii) 1000 mm dia pile (Test load of 30MT) Nos. 100237.5 6.00

(iii) 1200 mm dia pile (Test load of 38MT) Nos. 100237.5 2.00

Non destructive integrity testing of piles of 800mm/ 1000 mm/1200 mm dia and as per

specifications, and submitting 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 diameter piles as

1.10 per the provision of ASTM standard D6760, as per drawings & technical specifications. Nos. 9112.5 218.00

(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

1.11 pile cap, open foundation slabs and ramp foundations. Rate shall include cost of using cum 4920.45 750.00

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

approval of Engineer.

Providing M 45 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) & (v) of Table 4 of IS 456,for pile cap including excavation through existing

1.12 concrete/ water bound macadam road / bituminous road / concrete road /soil/morrum/ cum 7584.16 6000.00

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.

GMRC April 2026 Page 24 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

The item also includes formwork and backfilling in foundation with earth/quarry

dust/sand including watering, compacting with a vibratory plate compactor. Minimum

cement content shall be 380kg/cum.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

depot site near Indroda circle with all leads and lifts and as directed by the Engineer-in-

charge or anyother dumping ground as directed by Engineer within 20 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

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

over the excavation zone for pile cap.

Extra over item no 1.12 (above) for providing M50 grade concrete for pile cap instead of

M45 grade concrete

GMRC April 2026 Page 25 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING

CIVIL STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS

OF AHMEDABAD METRO RAIL PROJECT PHASE -2B

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

Providing M 45 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) & (v) of Table 4 of IS 456 for open foundation/ raft/ combined foooting for

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

staircases pump house etc) including excavation through existing concrete/ water bound

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

old structures below ground as encountered of all thickness including dismantling other

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

shoring, curing etc. Minimum cement content shall be 380kg/cum. The item also includes

formwork and backfilling in foundation with earth/quarry dust/sand including watering,

compacting with a vibratory plate compactor. The cost includes loading, unloading and

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

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

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

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

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

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

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

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

restoration of road work over the excavation zone.

Total of Foundation Works

GMRC April 2026 Page 26 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

2 IN-SITU CONCRETE WORK

Providing and laying M 55 grade cement concret (as per technical specification) for

reinforced cement concrete crash barrier/pier protection all round the pier leaving a gap

of 25mm min between and following the pier shape exactly on at grade road as specified in

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

2.1 operations as required to complete the work. The gap shall be filled with either coarse sand cum 8444.71

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.

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

Viaduct piers (standard pier, portal pier, & cantilever pier, Cantilever pier cap, Standard Pier

cap, Column from concourse slab to platform level) 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

2.2 related operations etc.for all heights using steel material for shuttering & steel props. Form cum 9586.91

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.

Note:(i) No cold joints are permitted. However cold joint at the junction of " pile cap-pier" and

at the top surface of the starter of pier (which is normally less than 2m length), cold joints are

unavoidable. In that case old concrete surface should have adequate shear keys

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

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

cap.The rate is inclusive of all above bonding agents/methods. However if any additional cold

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

bonding measures shall be on account of the contractor. (ii) Concreting must be carried out

using concrete pumps or concrete placer booms

GMRC April 2026 Page 27 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

Extra over item no 2.2 (above) for providing M60 grade reinforced cement concrete instead

of M55 grade concrete.

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 etc) including shuttering

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

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

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

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

allowed during the work at all times. Rate includes cost of providing grooves if required (the

ribs/grooves in pier shutter if required, shall be as per drawing) and sleeves with different

diameters. Reinforcement shall be paid separately. Rate includes cost of using required

dosage of admixture in concrete for obtaining required workability, curing compound as per

specification & approval of Engineer in charge.

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

specification) for portal beam (integral to pier) 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.

Extra over item no 2.4 (above) for providing M60 grade reinforced cement concrete instead

of M55 grade concrete

GMRC April 2026 Page 28 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

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

Pedestals and Shear Key/Seismic Stopper including centering, steel shuttering, scaffolding

2.5 and all related operations as required to complete the work as specified in drawings. cum 10712.11

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

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

Providing M50 grade reinforced cement concrete (as per technical specification) for deck

slab over Precast I-Beams/Steel beams & cross-girder including centering, steel

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

2.6 specified in drawings. Rate includes provision of sacrificial formwork of steel/concrete for cum 11222.14

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-

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

2.7 operations as required to complete the work as specified in drawings. Rate includes provision cum 7901.75

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.

Providing and placing grout in cast-in-situ concrete works including filling of voids,

2.8 base plates, anchor bolts, and cavities complete as per specifications and Cum 100 12000

direction of Engineer-in-Charge.

Total of In-Situ Concrete Works

GMRC April 2026 Page 29 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

3 PRECAST CONCRETE WORK

3.1a Establishment of casting yard for required duration; 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 best 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 minimum which shall be increase suitably to suit the construction schedue for

achieving key dates.

A. The casting bed for U -girder -24 nos

B. The casting bed for pier cap - 8 nos

C. The casting bed for I girder - 6 nos.

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

The payment of this item shall be made as under

A. Developing access -10%

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

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

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

(Typical drawing of casting yard layout is enclosed for reference).

The amout shall be paid against the indeminity bond.

Recovery against payment of establishment of casting yard @ 1,00,00,000 in 5 running

GMRC April 2026 Page 30 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

Providing M50 grade reinforced cement concrete (as per technical specification)

Standard precast Prestressed Pier Cap 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,

3.2 anchorages and sheathing shall be paid separately. Rate includes cost of using required cum 13160.85

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

Engineer-in-charge and all related operations as required to complete the work as per

drawing & specifications. The cost includes centering, shuttering, scaffolding, providing

cutouts where specified, curing arrangements as required, steam curing arrangement if

deemed necessary, all handling etc. complete

Transporting precast Standard Pier Caps from the casting yard / storage yard to the

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

equipment, lifting cranes, transporting etc, positioning and fixing on pier with cement

3.3 concrete of M45 grade. The weight shall be calculated assuming concrete density of 2.5 MT 1532.83

t/m³. Shifting within the site/ yard is the responsibility of the contractor and shall not be

paid separately.

Providing M55 grade reinfoced cement concrete (as per technical specifications) for U-

Girder of all simply supported spans (straight or curved) in the casting yard including

provision of shear connector for secondary pour concrete (rail plinths), additional bars

for earthing, bars/ strands/ hooks for lifting of U-Girder, cutting of bars/ strands/ hooks

after transportation and sealing of lifting recess as specified in drawings, lifting the full

3.4 spans from the mould and shifting the same to the stacking yard. Reinforcement, strands, cum 13089.05

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. Rate includes cost of providing grooves/logo of

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

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S.No Description of Item Unit Rate QUANTITY Amount

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

3.5 to avoid slurry ingress during concreting. The quantity given is the net length of tubes RM 34.02 69000.00

without extra tube length required during construction. Rate includes filling HDPE tubes

with grease as specified in ASTM.

Transporting precast full span U-Girder 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

3.6 conforming to required lines, grades and dimensions complete as per drawings and MT 1336.50

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

Providing M50 grade reinfoced cement concrete (as per technical specifications) for

Precast Slab panel at concourse level of typical station of all simply supported spans

(straight or curved) 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

3.7 recess as specified in drawings, lifting the full spans from the mould and shifting the same cum 12735.60

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.

Transporting precast Slab panel 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

3.8 lines, grades and dimensions complete as per drawings and specifications. The weight MT 897.78 4500.00

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

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S.No Description of Item Unit Rate QUANTITY Amount

Providing M50 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.

3.9 Prestressing strands / cables / systems and reinforcement shall be paid separately. Rate cum 13991.10

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.

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,

3.10 transporting etc, positioning on bearings and fixing on pier. The weight shall be MT 1093.50

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

responsibility of contracor and shall not be paid separately.

Providing M60 grade reinforced cement concrete (as per technical specification) for

casting and curing of Precast pier arm of typical station (Post tensioned) 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 /

3.11 systems and reinforcement shall be paid separately. Rate includes cost of lifting hook, cum 13160.85

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.

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,

3.12 lifting cranes, transporting etc, positioning on pier. The weight shall be calculated MT 1532.83

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

of contracor and shall not be paid separately.

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S.No Description of Item Unit Rate QUANTITY Amount

Providing M50 grade reinforced cement concrete (as per technical specification) for

casting and curing of Precast PSC U-girder (Post tensioned) with tapering width of all

types (straight or curved spans as per approved GAD) in the casting yard/at site including

provision of lifting the girders from the mould and shifting the same to stacking yard.

3.13 Prestressing strands / cables / systems and reinforcement shall be paid separately. Rate cum 13089.05 1900.00

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,

3.14 lifting cranes, transporting etc, positioning on bearings and fixing on pier. The weight MT 1336.50 4750.00

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

the responsibility of contracor and shall not be paid separately.

Providing M40 grade reinforced cement concrete (as per techinical specification) for

concreting, curing, transporting, lifting, installing precast parapet over Deck slab on

both side of viaduct, including transition span as per the drawing in all precast psc I-

girder/steel girder spans (straight or curved), with all leads. The cost includes shuttering,

scaffolding, special adjustable props for alignment of units, moulds, providing cut outs,

bolts & 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).

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S.No Description of Item Unit Rate QUANTITY Amount

Transportation, erection and installation of precast parapets over already erected

superstructure(psc i-girder/steel girder portion) conforming to required lines, grades

and dimension complete as per drawings and specifications including cast in situ stitch

3.16 concrete of same grade including cast in situ stitch concrete of same grade. The weight MT 1078.25 1837.50

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 M50 grade reinforced cement concrete (as per technical specification) for

casting and curing of Precast Pie Girder with tapering width of all types (straight or

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

lifting the girders from the mould and shifting the same to stacking yard. Prestressing

3.17 strands / cables / systems and reinforcement shall be paid separately. Rate includes cost Cum 13089.05

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

Transporting Precast Pie 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 and laying of M-45 Grade Pre cast reinforcement concrete for Pre cast Staircase

3.19 including form work tranportation, erection at Site cum 16922.00 50.00

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S.No Description of Item Unit Rate QUANTITY Amount

Load test of PSC I-Girder spans of any length including making all arrangement and

conducting satisfactory Load Testing of girder (simply supported span constructed by I-

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

actual design serviceable vertical load, arrangement for measurement of deflection at

various salient points of the girder and submitting a report. The details of placement,

3.2 position, increment of load on the girder and installation of measurement devices etc and Nos 298890.00 3.00

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

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

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

and third party certification of the test.

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

conducting satisfactory Load Testing of U-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

3.21 submitting a report. The details of placement, position, increment of load on the girder Nos 298890.00 3.00

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 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

3.22 report. The details of placement, position, increment of load on the girder and installation Nos 298890.00 3.00

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.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

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

and conducting satisfactory Load Testing of steel girder span, erected in position on the

piers at site, including arrangement for application of actual design serviceable vertical

load, arrangement for measurement of deflection at various salient points of the girder

3.23 and submitting a report. The details of placement, position, increment of load on the Nos 292815.00 1.00

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.

Total of Precast Concrete Work

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

4 REINFORCEMENT AND PRESTRESSING STEEL

Providing TMT reinforcement steel of Fe-500D 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

4.1 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)

a For Substructure and Foundations MT 87000 4500.000

b For Superstructure and parapets/cable trough MT 90000 5700.000

(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.

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

(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 - girders

for simply supported spans including spacers, anchorages, stressing using

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

includes providing and fixing all strands, de-bonding arrangements (de-bonding

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

level using all tools and equipments and consumables cement grouting as per

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

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

Rate includes the testing complete- load transfer, anchorage efficiency etc.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Supplying and threading uncoated stress-relieved low relaxation steel confirming

to IS: 14268, class - 2 from approved supplier in precast pretensioned slab panels

for simply supported spans including spacers, anchorages, stressing using

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

includes providing and fixing all strands, de-bonding arrangements (de-bonding

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

level using all tools and equipments and consumables cement grouting as per

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

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

Rate includes the testing complete- load transfer, anchorage efficiency etc.

Supplying and post tensioning uncoated stress-relieved low relaxation steel

conforming to IS :14268, class 2 from approved supplier including providing

corrugated HDPE sheathing duct for cable system of 27K15, 19K15, 12K15, 7K15,

19K13, 12K13, 7K13 with couplers & vent pipes, spacers, anchorages, stressing

using 27K15, 19K15, 12K15, 7K15, 19K13, 12K13, 7K13 system and grouting,

recess filling, epoxy protection of anchorages and all related operations to complete

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

will be paid to the contractor on this account).

Total of Reinforcement and Prestressing Steel

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate As per CA Amount

5 STRUCTURAL STEEL

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

steel members for Steel Plate girder Bridge Work using structural steel plates (conforming to

IS-8500-Grade B-Fe 540 HT) & structural steel rolled section (conforming to IS-2062-Grade B

Fe 410) to the required profile and shape as called for including the shear studs profiled from

the rods and erection of fabricated girders at specified site locations. This item includes

preparation of fabrication shop drawings, necessary templates, all cutting, welding (using

5.1 automatic submerged arc welding), grinding & all equipments and operations etc required to MT 150110 350

complete the job.This item also includes all tests on materials and welded fabricated parts as

required. This item also includes application of sand blasting on materials, application of

primer and various coats of internal and external painting in fabrication shop and site as per

specifications. This item includes all necessary equipments required to complete the job

including procurement, testing and supply of HSFG bolts (class 8.8) and its compatible nuts

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

as called for at designated site location including loading, transportation of all structural steel

members from fabrication shop to site and unloading; preparation of erection scheme

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

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

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

required for erection. This item also includes the field bolting at erection site as per

specifications including all connections required between steel plate girder and bearings.

The structural steel to be used shall be procured from the approved manufacturer as per

contract provision.

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

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S.No Description of Item Unit Rate As per CA Amount

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

Payment Terms shall be as follow:

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

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

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

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

permanent fastner.

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

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

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

fabricated part or complete plate girder and the provision of the connection of the same to the

permanent work by welding the same or making holes as per the approved launching scheme

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

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S.No Description of Item Unit Rate As per CA Amount

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

structural members for viaduct including transition span consisting of tubular and rolled

sections profiled to require shape, inserts, plates with welded hold fasts for walk-way, earth

terminal plates, insert plates with welded hold-fasts, internal threaded sleeves including MS

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

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

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

includes cutting of bolts if necessary and providing PVC caps on the bolt.

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-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.

Total of Structural Steel

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S.No Description of Item Unit Rate QUANTITY Amount

6.1 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

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

6.2 drilling, grinding and surface treatment as per approved drawings and specifications.and Per Kg

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

i) Free POT Bearing (Un-facored Design Vertical load = 1750 kN ) Nos 4.00

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

Horizontal load =600 kN)

iii) Longitudinal Guide POT Bearing (Un-facored Design Vertical load = 1750 kN and Un-

facored Design Horizontal load =600 kN)

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S.No Description of Item Unit Rate QUANTITY Amount

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.

Total of Bearings

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S.No Description of Item Unit Rate QUANTITY Amount

7 MISCELLANEOUS ITEMS

7.1 Drainage Work

Providing & fixing of double wall HDPE corrugated/plain pipes and /or UPVC pipes (only external

if provided) as specified for rain water in superstructure of all types and down take pipes, bends,

(i) couplers, upper receiving cap, Tees and end cap etc. upto bottom of pier through shear key as

specified in drawings. This will be required to be also provided at track crossing location for laying

(a) 100mm or 110mm Dia RM 282.18 694

(c) 200mm Dia RM 697.11

(d) Upper receiving cap -( hot dipped galvanised @650 g/sqm steel) for 150mm Dia pipe nos 3203.8

7.2 Expansion Joints

(i) Omega seal joint

Providing and installing Omega seal joint conforming to specification incl. provision of edge

beams at end edges of both adjoining precast diaphragm segments, cast in situ units and all

7.3 related operations as required to complete the work as specified in specifications. Rate alsos RM 4860

includes required waterproofing works as per drawing and instructions of Engineer in Charge.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

Providing and fixing of centrally/externally placed PVC water stopper of approved quality,

conforming to IS: 12200, including all necessary laps, intersections, cutting, jointing (by heat

7.4 welding), placing in position during shuttering, and maintaining in proper position during RM 295

concreting, complete as per drawing and direction of Engineer-in-charge.

Providing and fixing modular rubber speed breaker/hump of required size or as specified,

made of high-strength rubber compound, black and yellow interlocking segments with

7.5 reflectors/studs, fixed using anchor bolts and epoxy adhesive on prepared road surface including RM 1196

cleaning of the area, drilling holes, fixing, and all tools and labor required to complete the job as

per manufacturer’s specifications and direction of Engineer-in-charge.

Providing and fixing of FRP (Fibre Reinforced Plastic) sheet roofing/cladding, of approved

quality and color, minimum thickness of 2 mm to 3 mm, of profile matching with existing roofing

profile (corrugated or trapezoidal), fixed with galvanized J or L hooks, bolts, and nuts 8 mm

7.6 diameter with bitumen washers, G.I. plain and bitumen washers or with self-drilling screws, R.mtr 2217

complete with cutting, fitting, hoisting and fixing in position, including all accessories, tools, and

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

Providing, transporting, and installing a portable prefabricated toilet unit

(male/female/unisex as specified), including structure, sanitary fittings, water supply, drainage,

and electrical provisions complete in all respects as per drawing and direction of Engineer-in-

Providing and making precise cut-outs/openings in wall panels / false ceiling / masonry /

concrete / steel sheets / GI sheets, for signage, fixtures, electrical points, mechanical ducts, or

aesthetic design as per approved drawings. The work includes marking, cutting with appropriate

tools (CNC, laser, jig saw, etc.), smoothening of edges, fixing reinforcements if required, cleaning

of the area, and making the surface ready for further treatment/installation, complete in all

respects as per the direction of Engineer-in-charge.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

a Size 500 X 200 mm nos 15

b Size 400 X 200 mm nos 15

Providing and performing core cutting in reinforced cement concrete (RCC)

walls/slabs/beams using diamond core cutting machine, for the insertion of pipes, conduits, or

7.10 sleeves, including proper marking, drilling to required diameter and depth, removal of core, edge

finishing, cleaning, and disposal of debris, complete in all respects and as directed by the

Engineer-in-charge.

a Core Cutting Work (175 mm Dia) 150

Providing, cutting, and fixing of reinforcement bars by drilling and grouting (rebaring

technique) using Hilti/Equivalent approved chemical anchoring system, including drilling

holes of required diameter and depth in RCC members (columns, beams, slabs, walls), cleaning

the hole using air pump/brushes, insertion of chemical, and fixing reinforcement bar (dowel) as

per drawing and manufacturer’s specification, including testing if required, complete in all

respects and as directed by the Engineer-in-charge.

a Rebaring 10 mm Dia bar Nos 233

b Rebaring 12 mm Dia bar Nos 700

c Rebaring 16 mm Dia bar Nos 950

d Rebaring 20 mm Dia bar Nos 1100

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S.No Description of Item Unit Rate QUANTITY Amount

7.12 Development Of Greenery including its maintenance and fencing works.

Cleaning, garden soil & soil spreading, rough levelling, compost & compost spreading and

mixing, final levelling and plantation (including all material, tools & equipments, supply of water

& electricity, labours) as per the approved scheme. Following types of species/saplings of

cm to 90 cm height to be executed, Karen, Hibiscus, Bogainvilea, Duranta, Henna, Kamini,

Jatropha, Allamanda, Ixora flower plant. Plants shall be with branching and flowers or other

similar plants/species as approved by the engineer in charge.

Cleaning, garden soil & soil spreading, rough levelling, compost & compost spreading and

mixing, final levelling and plantation of sub tree centre plant of 6 feet height (including all

b material, tools & equipments, supply of water & electricity, labours) as per the approved

scheme. The plant/tree shall be with multi branching and flowers. Type of trees are as per

below mentioned items or similar plant/tree as approved by the engineer in charge.

i Terminalia Green No. 957.13

ii Champa No. 430.56

iii Gulmohar No. 430.56

iv Tabebuia Argentea No. 430.56

v Tabebuia Rosea No. 430.56

vi Bigonia Motapakanika No. 430.56

vii Cordia No. 430.56

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

viii Spethodia No. 430.56

ix Kadam No. 430.56

x Millingtonia No. 430.56

xi Green Pangara No. 430.56

xii Jacaranda No. 430.56

Maintenance of plants for 18 months. Maintenance Period consisting of all works required in

order to keep the plants alive & healthy (including all material, tools & equipments, supply of

c water & electricity, labours). This may include timely watering, manuring, weeding, Sqm 197.28

pruning, spraying of insecticides, weedicides, fungicides, other day to day care activates

and replacing the dead/damaged plant with same specification and height immediately.

Fencing work: Providing, fabrication, fixing and painting of chain link type of fencing as

per approved drawing with GMRC logo in each span or as directed by engineer in charge.

d Fencing works includes concrete works for fixing of fencing post. (including all material, Sqm 618.08

tools & equipment, supply of water & electricity, labours)

7.13 Supply of manpower for miscellaneous works (shift of 08 hours)

a Skilled Day 897

b Unskilled Day 609

GMRC April 2026 Page 50 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

c Technician Day 973

7.14 Supply of machinery for miscellaneous works

a Mobile crane Day 5050

b Tractor with trolley Day 1350

c Road sweeper Day 600

d Hydraullic excavator 1 Cum bucket hour 900

e Hire charges for tipper Day 4200

f Manlifter Day 8800

Providing and fixing white cloth for temporary barricading including all materials, labour,

stitching, tying with rope or other approved fasteners, fixing to poles/bamboo/structure as

8 directed, and removal after completion. The cloth shall be clean, without stains or tears, and Rmt 100

properly secured to ensure stability and neat appearance. All work shall be carried out to the

satisfaction of the Engineer-in-Charge.

Providing and fixing MS lifting hook (ISI marked or as approved) of suitable size and load capacity

(minimum 1.5 Ton or as specified), fabricated from high-quality mild steel bar/rod, properly bent

and threaded/welded as required, including drilling, grouting with epoxy/cementitious

compound, fixing with anchor fasteners or embedding in RCC/brickwork, painting with one coat

of red oxide primer and two coats of approved synthetic enamel paint, complete in all respects.

The hook shall be installed as per drawing/specifications and direction of Engineer-in-Charge.

GMRC April 2026 Page 51 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount

Cutting and providing and fixing view cutter with MS tubular hot finishedseamless type tubes

section and 10mm thick multi-layer Polycarbonate sheet

11 Filling of cutout by concrete Cum 5500.0

12 Providing flexible banner on frame of size as instructed by Engineer for external visit & Events Sqm 600.0

13 Providing & fixing vinyl sticker Sqm 400.0

14 Providing and fixing Earthing Terminal after erection work of U Girder Nos 432.0

15 MS Water Collection Chamber at viaduct Nos 1800.0

16 Rate analysis of debris Chipping, cleaning and remove from Pier cap/Portal Beam/U Trough 4962.7

Rate Analysis for Providing and fixing 2" wide (Yellow) 3M make Anti Skid Tape (630B Safe walk) cap

18 Rate Analysis for Providing and fixing 1" Acrylic Strip for steps of Staircase R.mtr 203.4

Making pocket 1100 x 400 x 25mm for PSD door fixing including chipping & grinding of platform

19 slab pocket area, prepare the pocket with GP-2 and disposal of material platform to ground level Each 9166.1

as per direction of Engineer-in-charge

Making pocket 400 x 200 x 25mm for PSD door fixing including chipping & grinding of platform

20 slab pocket area, prepare the pocket with GP-2 and disposal of material platform to ground level Each 2222.0 60

as per direction of Engineer-in-charge

Total for Viaduct Miscellaneous Items

GMRC April 2026 Page 52 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

Bituminous Works & Other Miscellaneous Works

Description Unit Rate Quantity Amount (Rs.)

1 Excavation for roadway in soil/soft rock/hard rock using hydraulic excavator and tippers

including cutting and loading in tippers, transporting to embankment site with a lead up to 1 km,

spreading, grading to required slope and compacting complete as per MoRTH Specification Cum 200 7000

2 Providing, laying, and compacting graded stone aggregate to wet mix granular sub-base (GSB)

specification including premixing the material with water at OMC in mechanical mix plant,

carriage of mixed material by tippers to site, laying in uniform layers using motor grader on Cum 2700 3000

prepared surface, and compacting with vibratory roller to achieve the desired density, complete

as per clause 401 of MoRTH specifications.

3 Providing, laying, spreading, and compacting graded stone aggregates to Wet Mix Macadam

(WMM) specification including premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tipper to site, laying in uniform layers with paver on a Cum 3015 3600

prepared sub-base, and compacting with vibratory roller to achieve the desired density,

complete as per MoRTH Clause

4 Providing and laying 50 mm D.B.M. with B.T. Aggregate as per MORT&H specification with VG-

30 for tack coat 2.5 Kg./10 smt. With Mechanical Sprayer & Bitumen VG-30 Grade for mixing @

45.00 Kg./MT. ie. 4.5% by total weight of mix heating and mixing the aggregate & asphalt in DM-

60 continuous drum mix plant and transporting to site and spreading the same senser paver as

directed by office with string line & levelsheet & consolidation with vibratory roller including MT 4300 2600

providing ali materials equipments, tools & plant, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant & sensor paver finisher etc.

GMRC April 2026 Page 53 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

Bituminous Works & Other Miscellaneous Works

Description Unit Rate Quantity Amount (Rs.)

5 Providing and laying 30 mm thick Bituminous concrete on existing bituminous surface with

Bitumen Grade VG-30 (60/70) for tack coat at the rate of 2.5kg/10 smt with Mechanical/Hand

Sprayer and using specification graded machine crushed with 5.4% bitumen VG-30 grade

(60/70) by Wt. of total mix as per specification MORTH including mixing of asphalt with B.T.

chips in continuous batching drum mix plant transporting same as by paver finisher and MT 4750 1700

consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to achieve desire

density and including VG-30 grade bitumen, cost of required Cleanning Existing Surface and

Desposing as Direction of Engineer InCharge, tools, plants, all machineries, equipment fire wood,

oil, kerosene, charges etc. complete.

6 Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and of

equired shade on wall surfaces to give an even shade, over and including a priming coat with

distemper primer of approved brand and manufacture after thoroughly brushing the surface Sqm 85 2300

free from mortar dropping and other foreign matter and also including preparing the surface

even and sand papered smooth and Complete as Directed By Engineer In-Charge.

7 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick

with grade of concrete M25 pnumatic compressed / vibrated mechanically and as per approved

design Confirming to IS 15658: 2006 including 35 mm Sand layer for levelling and filling the joint

with sand in proper line and level as per guidlines of IRC: SP 63-2018 etc. Complete As Directed

By Engineer In-Charge.

8 Providing and fixing Mild steel sections of 1.2 mtr height (0.30 mtr below ground and, 0.9 mtr

above Ground) of 110mm Dia out to out and 3.25 mm thickness (with top closed) having 4 nos

of posts 0.50 m C/C and Base with excavating & CC in grade 1:2:4 of size 0.30 x 0.30x 2.3. mtr

with necessary finish including 1 primer coat and 2 coats enamel paint on Section and joining Job 6000 85

sections by welding 20x40x2.6 mm rectangle box pipe at base along with necessary repairs

Nos of posts in one job, if required at a specified size and location including all tools material as

per direction of Engineer In-Charge.

GMRC April 2026 Page 54 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

Bituminous Works & Other Miscellaneous Works

Description Unit Rate Quantity Amount (Rs.)

Road Furniture & other Misc. Works

1 Road Stud/Cat Eye-Providing & Fixing Cat Eye/Road Stud/Payment Marker (MMC nailless)

Made out of acrylic styrene acrylonitrile or Hi-Impact polystyrene Fitted with Moulded of

methacrylate (MMC) reflector cube corner reflector design, filled with tightly adhering potting

compound as per A.S.T.M.D. 788; size 11.5x7x1.6cms or 10x10x1.75cms provided with Nos 319 2623

bituminous adhesive in sufficient quantity with each unit for fixing no nail should be allowed for

fixing reflectors on both sides minimum reflective area 12.9 sq.cm on each face. Compressive

strength 13 tonnes at 230 C tempreture and complete as directed by Engineer in charge.

2 Providing and laying of road marking with hot applied thermoplastic compound with

reflectorising glass beats on bituminous surface & laying of hot appplied thermoplastic

compound 2.5 mm thick including reflectorising glass beats at 250 gms per sq. m. area thickness

of 2.5mmis excusive of surfac applied glass beads as per I.R.G.35 the finished surface to be

uniform and free from streaks and holes and Complete As Directed By Engineer In-Charge.

3 Supplying and Fixing of solar road stud (Solar K tie) construction aluminium alloy steel 100 de

water proof design conform to IP67 dimension 140 mm x 128 mm x82 mm +1 mm height of

shank+ 54 mm +0.5 mm diameter of shank 42.5 mm 0.5 mm plastic unbrackable, scratch,

resistant poly carbonate for maintenance free operation solar panel high efficiency mono-

crystalline 3v/50 mAh Battery XTSRS.01 xTSRS.02 super capacitor 2.7 v/22 of six super bright

LED with 18000 med view distance up to 800 meters flash rate 1 H2 according to customers Nos 2784 156

requirement resist compression can take the load of 25 tons cehicle colour red and yeloow

working time 80 to 100 hours continuously after the battery is fully charged and complete fixing

will be drilling holes on the road for the shank to go inside witho ut nails and using epoxy resin

based adhesive as per manufactures recommendation and Complete As Directed By Engineer In-

GMRC April 2026 Page 55 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

Bituminous Works & Other Miscellaneous Works

Description Unit Rate Quantity Amount (Rs.)

4 Median Marker Supplying and Fixing 3MTM Median Marker of Unique Design, tough

Thermoplastic body, excellent reflectivity on both side, fluorescent laminate, day and night

visibility, superior cleanability highly durable, ultra violate resistant, yellow High Intensity Nos 638 153

Grade, retro reflective sheeting as per M.O.S.T& H Specifications and Complete As Directed By

Engineer In-Charge.

5 Supplying & fixing jumbo bollard sign swiss Type made out of 1.5 m thick C.R.C. sheet height

188cms. Bottom diameter 30cms. Top diameter 18cms. With direction plate of 45cms. Diameter

fabricated asper attached drawing, pretreated with phospheting process painted with epoxy

coatings, Reflectorised with retro reflective sheetings specified by M.O.S.T. latest specification. Nos 6724 13

(Engineer grade) and Complete As Directed By Engineer

6 Regulatory/Mandatory Sign:-Providing and fixing sign boards made out of 2mm aluminium

sheet/4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as per design of IRC-67-

2012reflectorised with High Intensity Prismatic Grade retro reflectivesheeting of Type- 11 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 65NB/76 OD

Circular SS 304 Pipe as required and frame fabricated from suitable size Stainless steel square

pipe of 25 x 25 x 5mm; painted with The detalls of symbol for each board shall be as per the Nos 7190 15

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in

charge. The product offered shall be submitted by contractor. Type-11 Retro Reflective sheeting

and Complete As Directed By Engineer In-Charge.

GMRC April 2026 Page 56 of

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Bituminous Works & Other Miscellaneous Works

Description Unit Rate Quantity Amount (Rs.)

7 Place Identification Sign:- Providing and fixing sign boards made out of 2mm aluminium

sheet/4mm ACP (Aluminum composite Panel); size 150x90 cms. rectangular as per design of

IRC-67 and latest MOST Specifications and, mounted on 2Nos. of 3.6mt long stand stand post of

65NB/76 OD AND frame fabricated from suitable ss 304 square pipe of 50x50x5mm as required,.

The details of the letters / symbols for board shall be as per the instruction of engineer in charge. Nos 19526 5

The fixing at site shall be in 1:2:4 CC Block of Size 45x45x60cms. Including excavation, curing

etc.complete under the supervision of engineer in charge. The product offered shall be submitted

by contractor Type11- Retro Reflective sheeting and Complete As Directed By Engineer In-

8 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium

sheet/4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-2012; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 65NB/76 OD Circular SS 304 Pipe as required and frame fabricated from suitable

size Stainless steel square pipe of 25 x 25 x 5mm. The details of symbol for each board shall be Sqm 7784 5

as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size

x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of

engineer in charge. The product offered shall be submitted by contractor. Type-11 Retro

Reflective sheeting Complete As Directed By Engineer In-Charge.

9 Direction (Junction) Sign:- Providing & Fixing Junction Sign Boards Made of 4mm ACP Sheet Size

120x90cms. rectangular with message on both side of the board, as per the design of IRC

pretreated with phoshetic process & acid etching, with one coat of epoxy primer and two coat of

coats of best quality epoxy paint, fornt side reflectorised with High Intensity Micro Prismatic

Grade Type-11 retro reflective sheeting as per the IRC-67 and latest MOST Specifications and,

mounted on 2Nos. of 3.6mt long stand stand post of 65NB/76 OD AND frame fabricated from

suitable ss 304 square pipe of 50x50x5mm as required,. The details of the letters / symbols for

board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

Block of Size 45x45x60cms. Including excavation, Curing etc. and Complete As Directed By

Engineer In-Charge

GMRC April 2026 Page 57 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

Bituminous Works & Other Miscellaneous Works

Description Unit Rate Quantity Amount (Rs.)

10 Road Sign Board/School Cautionary Sign :- Providing & Fixing Sign Boards Made out of 4mm

Aluminum Compact Sheet Size 80x60cms. rectangle as per design of IRC-67-1977. as per latest

M.O.S.T. Specification; Letters & Numerals should be as per IRC-30-1968, 3.1mt. Long (2 Nos)

stand posted frame fabricated from suitable size Stainless steel square pipe of 50x50x5mm;

65NB Circular SS 304 Pipe as required and frame fabricated from suitable size Stainless steel Nos 8045 55

square pipe of 35x35x3 mm painted with best quality epoxy coatings in balck & white bends. (B)

Class-B Type -4 Retro Reflective Sheeting The fixing at site shall be in 1:2:4 CC Block of Size

45x45x60cms. Including excavation, Curing etc. Complete As Directed By Engineer In-Charge.

11 Sign Board Per Square Meter :- Sign board per Square Meter :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 1meter x

1meter as per design of IRC-67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised

with High Intensity Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.) of Stainless steel pipe 75 x 75 x Sqm 10345 10

6mm/65NB Circular SS 304 Pipe as required and frame fabricatedfrom suitable size Stainless

steel angle of 50x50x5mm; painted with best quality epoxy coatings in black and white bends.

Type-11 Retro Reflective Sheeting. The fixing at site shall be in 1:2:4 CC Block of Size

45x45x60cms. Including excavation, Curing etc. and Complete às directed by Engineer In-Charge

12 Tree Guard sign:- Providing & fixing sign board made out of 2mm aluminium sheet/3mm ACP

(Aluminum composite Panel), size 30cms diameter circle, pretreated with phospheting process

and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. The product Nos 1164 250

offered shall be submitted by contractor. Type-11 Retro Reflective sheeting and Complete As

Directed By Engineer In-Charge.

Grand Total (A + B )

Grand Total (A + B )

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Schedule-B 9-12

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate Quantity Amount (Rs.)

9 WORKS UNDER SOR of GWSSB

WORKS UNDER SOR of GWSSB (All chartered and unchartered utilities

temporary/Permanent diversion as per site requirements to be done by contractor after

9.1 getting approval from concerned authorities and as per satisfaction of Engineer in LS 75,00,000

charge/Employer's representative) including identification by trenching and mapping of

utilities and all temporary supports.

Total for WORKS UNDER SOR of GWSSB

10 WORKS UNDER GUJARAT SOR of R&B for Entry exit structure of Stations

10.1 WORKS UNDER GUJARAT SOR of R&B for Entry exit structure of Stations LS 10,00,000 1

Total for Works under Gujarat SOR of R&B for Entry exit structure of Stations Total

11 WORKS UNDER GUJARAT SOR of R&B (Electrical wing) for Electrical Items-1

WORKS UNDER GUJARAT SOR of R&B (Electrical wing) for shifting of street lights excluding

main LT/HT line for all items other than included in (Item No:12.1) below

Note: [In case of conflicts, the rate of (Item no: 12.1) will prevail over the rate of (Item

Total for Works under Gujarat SOR of of R&B (Electrical wing) for Electrical Items-1 Total

12 WORKS UNDER GUJARAT SOR of R&B (Electrical wing) for Electrical Items-2

GMRC April 2026 Page 59 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

Schedule-B 9-12

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate Quantity Amount (Rs.)

WORKS UNDER GUJARAT SOR of R&B (Electrical wing).

12.1 Note: [In case of conflicts, the rate of (Item No:12.1) will prevail over the rate of (Item LS

Total for Works under Gujarat SOR of of R&B (Electrical wing) for Electrical Items-2 Total

GMRC April 2026 Page 60 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING CIVIL

STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

Summary of Bill of quantities- Schedule C1 DSR ITEMS

S/NO. ITEMS AMOUNT (RS.)

2 GRANITE STONE WORK

4 FLOORING WORK AND CLADDING

5 ROOFING / CEILING WORK

6 FINISHING WORK

7 WATERPROOFING WORK

8 ALUMINIUM COMPOSITE PANEL WORK (ACP)

9 ALUMINIUM WORK

10 SITE DEVELOPMENT WORKS

11 ANY OTHER ITEMS UNDER DSR-2018

TOTAL AMOUNT OF SCHEDULE - C1

TOTAL AMOUNT OF SCHEDULE - C1

GMRC April 2026 Page 61 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

1.0 MASONRY WORK

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

designation 7.5 in foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 7370.65 231.78

Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry

with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to

650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth

1.2 6.47 level up to floor V level with RCC band at sill level and lintel level with Cum 8333.65 2300

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).

Total for Masonry Work

2.0 GRANITE STONE WORK

Providing and fixing 18mm thick gang saw cut mirror polished premoulded

and prepolished) machine cut for kitchen platforms, vanity counters,

window sills , facias and similar locations of required size of approved shade,

2.1 8.2 colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement

: 4 coarse sand) with joints treated with white cement, mixed with matching

pigment, epoxy touch ups, including rubbing, curing, moulding and polishing

to edges to give high gloss finish etc. complete at all levels.

2.1.1 8.2.2 Granite of approved colour and shade

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TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

2.1.1.1 8.2.2.2 Area of slab over 0.50 sqm. Sqm 5136.30 9

Extra for providing opening of required size & shape for wash basins/

kitchen sink in kitchen platform, vanity counters and similar location in

marble/Granite/stone work including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of cut edges etc. complete.

Providing and fixing stone slab table rubbed, edges rounded and polished of

size 75x50cm deep and 1.8 cm thick fixed in urinal partitions by cutting a

chase of appropriate width with chase cutter and embedding the stone in the

chase with epoxy grout or with cement concrete 1:2:4(1cement 2 coarse

sand 4 grade stone aggrigate 6mm nominal size) as per direction of Engineer

in charge and finished smooth.

2.3.1 8.10.2 Granite stone of approved shade Sqm 4051.85 3

Total for Granite Stone Works

3.0 METAL WORKS

Steel work welded in built up sections/ framed work including cutting,

3.1 10.25 hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar

3.1.1 10.25.2 works. Note:- Shop drawing to submited before excution for approval of Kg 172.60 13,698

site Engineer-in-charge

GMRC April 2026 Page 63 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Supplying and fixing rolling shutters of approved make, made of required

size M.S. laths, interlocked together through their entire length and jointed

together at the end by end locks, mounted on specially designed pipe shaft

with brackets, side guides and arrangements for inside and outside locking

with push and pull operation complete, including the cost of providing and

fixing necessary 27.5 cm long wire springs manufactured from high tensile

steel wire of adequate strength conforming to IS: 4454 – part 1 and M.S. top

cover of required thickness for rolling shutters.

3.2.1 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. Sqm 3653.20 249

3.2.2 10.7 Providing and fixing ball bearing for rolling shutters. each 492.35 102

Extra for providing mechanical device chain and crank operation for

operating rolling shutters.

3.3.1 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 1281.35 198

Providing and fixing stainless steel (Grade 304) railing made of Hollow

tubes, channels, plates etc., including welding, grinding, buffing, polishing

and making curvature (wherever required) and fitting the same with

necessary stainless steel nuts and bolts complete, i/c fixing the railing with

3.4 10.28 necessary accessories & stainless steel dash fasteners, stainless steel bolts kg 772.40 13,662

etc., of required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval etc. complete as directed by Engineer-

in-charge (for payment purpose only weight of stainless steel members shall

be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

GMRC April 2026 Page 64 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and fixing of expansion joint system related with floor location as

per drawings and direction of Engineer-In-Charge. The joints system will be

of extruded aluminum base members, self aligning / self centering

arrangement and support plates etc. as per ASTM B221-02. The system shall

be such that it provides floor to floor /floor to wall expansion control system

for various vertical localtion in load application areas that accommodates

multi directional seismic movement without stress to it’s components.

System shall consist of metal profiles with an universal aluminum base

member designed to accommodate various project conditions and finish

floor treatments. The cover plate shall be designed of width and thickness

required to satisfy projects movement and loading requirements and

secured to base members by utilizing manufacturer’s pre-engineered self-

centering arrangement that freely rotates / moves in all directions. The Self

- centering arrangement shall exhibit circular sphere ends that lock and slide

inside the corresponding aluminum extrusion cavity to allow freedom of

movement and flexure in all directions including vertical displacement.

Provision of Moisture Barrier Membrane in the Joint System to have

watertight joint is mandatory requirement all as per the manufactures

design and as approved by Engineer -in- Charge. (Material shall conform to

5.44.1 Floor Joint of 100 mm gap rmt 6392.55 40

Total for Metal Works

GMRC April 2026 Page 65 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

4.0 FLOORING WORK AND CLADDING

52 mm thick cement concrete flooring with concrete hardener topping,

under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick

cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded

stone aggregate 6 mm nominal size) by volume, hardening compound mixed

@ 2 litre per 50 kg of cement or as per manufacturer's specifications. This

includes cost of cement slurry, but excluding the cost of nosing of steps etc.

Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS :

15622 (thickness to be specified by the manufacturer ) of approved make in

all colours, shades except burgundy, bottle green, black of any size as

4.3 11.37A approved by Engineer-in-Charge, in skirting, risers of steps and dados over Sqm 1112.70 363

12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per sqm including pointing in white

cement mixed with pigment of matching shade complete.

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm

or more (thickness to be specified by the manufacturer), of 1st quality

conforming to IS : 15622, of approved make, in colours White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement:

Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including

grouting the joints with white cement and matching pigments etc., complete.

GMRC April 2026 Page 66 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and laying vitrified floor tiles in different sizes (thickness to be

specified by the manufacturer) with water absorption's less than 0.08% and

4.5 11.41 conforming to IS : 15622 of approved make in all colours and shades, laid on

20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting

the joints with white cement and matching pigments etc., complete.

4.5.1 11.41.2 Size of Tile 600x600 mm Sqm 1553.45 318

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by manufacturer), with water absorption less than 0.08 % and

conforming to I.S. 15622, of approved make, in all colours & shade, in

4.6 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm

including grouting the joint with white cement & matching pigments etc.

4.6.1 11.46.2 Size of Tile 600x600 mm Sqm 1623.05 63

Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab, including rubbing and polishing complete with base of cement

mortar 1 : 4 (1 cement : 4 coarse sand) :

GMRC April 2026 Page 67 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Kota stone slabs 20 mm thick in risers of steps, skirting, dado,pillars and

coping laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse

sand) and jointed with grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing complete.

Providing and fixing removable raised/false access flooring with 450 mm

adjustable upto 300mm height Finished Floor Level (FFL) including the

system and its components of approved make for different plenum height

4.9 11.54 with possible height adjustment upto 50 mm, comprising of modular load

bearing floor panels supported on G.I. rectangular stinger frame work and

G.I. Pedestal etc. all complete, as per the architectural drawings, as specified

and as directed by Engineer-in-charge consisting of :

a) Providing at required spacing to form modular framework, pedestals

made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter,

fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the

bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm

welded with GI fully threaded stud 16mm outer diameter with two GI Check

nuts screwed on the stud for level adjustment upto 50mm, locking and

stabilizing the pedestal head in position at the required level. The pedestals

shall be fixed to the subfloor (base) through base plate using epoxy based

adhesive of approved make or the machine screw with rawl plug.

GMRC April 2026 Page 68 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

b) Stringers system in all steel construction hot dipped galvanized of

rectangular size 570x20x30x0.80mm thick having holes at both ends for

securing the stringers on to the pedestal head using fully threaded screws

ensuring maximum lateral stability in all directions, the grid formed by the

pedestal and stringer assembly shall receive the floor panel, this system shall

provide adequate solid, rigid support for access floor panel, the system shall

provide a minimum clear uninterrupted clearance between the bottom of

the floor for electrical conduits and wiring etc. all complete as per the

architectural drawings, as specified and as directed by the Engineer-in-

c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade

Filled Steel anti static high pressure Lamination of 800H grade (FS800H).

Access Floor panel shall be steel welded construction with an enclosed

bottom pan with uniform pattern of 64 hemispherical cones. The top and

bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot

welded together (minimum 64 welds in each dome and 20 welds along each

flange). The panel should be Corroresist epoxy coated for lifetime rust

protection and cavity formed by the top and bottom plate is filled with

Pyrogrip noncombustible Portland cementitious core mixed with

lightweight foaming compound. The access floor shall be factory finished

with Anti-static High Pressure laminate with Non Warp technology upto

1mm thickness for superior adhesion and Surface flatness within

0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied

on area 25mm x 25mm without collapse in the centre of the panel which is

placed on four steel blocks. The panel will withstand and Uniformly

Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg

all complete as per the approved manufacturers specification and as per the

direction of Engineer-in-charge. All specification must be printed on the side

of the panel to ensure the quality of the product.

GMRC April 2026 Page 69 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

4.9.1 11.54.2 450 mm Finished Floor Height (FFH) Sqm 5977.35 522

Providing and laying matt finished vitrified tile with water absorption less

than 0.5% and conforming to IS: 15622 of approved make in all colours and

shades in for outdoor floors such as footpath, court yard, multi modals

4.10 16.89 location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 Sqm 1455.65 90

coarse sand) in all shapes & patterns including grouting the joints with white

cement mixed with matching pigments etc. complete as per direction of

Engineer-in-Charge.

Providing and fixing 10 mm thick of 600mm x 600mm acid and / or alkali

resistant tiles of approved make and colour using acid and /or alkali

resisting mortar bedding and joints filled with acid and / or alkali resisting

cement as per IS:4457 complete as per the direction of Engineer-in-charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 coarse

4.11.1.1 11.21.1.1 Acid and alkali resistant tile Sqm 1738.15 144

In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 coarse

4.11.2.1 11.21.2.1 Acid and alkali resistant tile Sqm 1884.90 12

Total for Flooring and Cladding Works

GMRC April 2026 Page 70 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

5.0 ROOFING / CEILING WORK

CALCIUM SILICATE FALSE CEILING

Providing and Fixing 15 mm thick densified tegular edged eco friendly light

weight calcium silicate false ceiling tiles of approved texture of size 595 x

595 mm in true horizontal level, suspended on inter locking metal grid of hot

dipped galvanised steel sections (galvanising @ 120 grams per sqm

including both side) consisting of main ‘T’ runner suitably spaced at joints to

get required length and of size 24x38 mm made from 0.33 mm thick

(minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size

24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced

between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm

and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of

mm thick (Minimum) sheet to be inter locked at middle of the 1200x

mm panel to from grid of size 600x600 mm, resting on periphery walls

5.1 12.53 /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 Sqm 2158.15 -

mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at

450 mm centre to centre with 25 mm long dry wall screws @ 230 mm

interval and laying 15 mm thick densified edges calicum silicate ceiling tiles

of approved texture in the grid, including, cutting/ making opening for

services like diffusers, grills, light fittings, fixtures, smoke detectors etc.,

wherever required. Main ‘T’ runners to be suspended from ceiling using G.I.

slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and

mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level

clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along

main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted

with polyster baked paint, for all heights, as per specifications, drawings and

as directed by Engineer-in-Charge.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Note :- Only calcium silicate false ceiling area will be measured from wall to

wall. No deduction shall be made for exposed frames/opening (cut outs)

having area less than 0.30 sqm. The calcium silicate ceiling tiles shall have

NRC value of 0.50 (Minimum), light reflection > 85%, non-combustible, 1 hr

fire rating as per B.S. 476 part IV, 100% humidity resistance and also having

thermal conductivity <0.043 w/m O KC.

PERFORATED METAL CEILING

Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module

which includes providing and fixing 'C' wall angle of size 20x30x20 mm

made of 0.5 mm thick pre painted steel along the perimeter of the room with

help of nylon sleeves and wooden screws at 300 mm center to centre,

suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm

thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of

size 38x12 mm and C carrier suspension clip and main carrier bracket at

1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm

and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main

C carrier and in direction perpendicular to it at 600 mm centers with help of

suspension brackets. Wherever the main C carrier and spring T have to join,

C carrier and spring T connectors have to be used. All sections to be

galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into

spring T with :

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size

600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having

galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation

5.2.1 12.54.2 area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester Sqm 2354.65 395

powder coated of thickness 60 microns (minimum), including factory

painted after bending and perforation etc. complete as directed by Engineer-

GMRC April 2026 Page 72 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Total for Roofing / Ceiling Work Sqm

6.0 FINISHING WORK

6.1 13.1 12mm cement plaster of mix:

6.2 13.2 15 mm cement plaster on rough side of single or half brick work wall of mix:

6.3 13.16 6 mm cement plaster of mix :

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic

Compound) content less than 50 grams/ litre, of approved brand and

manufacture, including applying additional coats wherever required, to

achieve even shade and colour.

Providing & Applying high quality acrylic modified resin based texture of

Dholpur/Red sand stone Pattern with anti algae and UV resistance

properties to be applied as intermediate finish in desired pattern @

kgs/10 sqm to form film of 1-1.5 mm thickness after scrapping and properly

6.5 22.24A cleaning the surface to remove loose particles from the plaster surface, Sqm 597.00 22,442

followed by top coating with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade by two or more coats @ 1.43 litres/10

sqm, complete as the direction of Engineer -in-Charge.

GMRC April 2026 Page 73 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and applying plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even and smooth complete.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC

6.7 13.41 content less than 50 gram/litre, of approved manufacturer and of required

shade and colour all complete to achieve even shade and colour :

New work (two or more coats) over and including water thinnable priming

coat with cement primer having VOC content less than 50 gram/litre.

Total for Finishing Works

7.0 WATERPROOFING WORK

Providing and laying water proofing treatment in sunken portion of WCs,

bathroom etc., by applying cement slurry mixed with water proofing cement

compound consisting of applying : a) First layer of slurry of cement @

kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This

layer will be allowed to air cure for 4 hours. b) Second layer of slurry of

7.1 22.5 cement @ 0.242 kg/sqm mixed with water proofing cement compound @ Sqm 617.05 150

0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with

water curing for 48 hours. The rate includes preparation of surface,

treatment and sealing of all joints, corners, junctions of pipes and masonry

with polymer mixed slurry.

GMRC April 2026 Page 74 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations: a) Applying a

slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water

proofing compound conforming to IS. 2645 and approved by Engineer-in-

charge over the RCC slab including adjoining walls upto 300 mm height

including cleaning the surface before treatment. b) Laying brick bats with

mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge over

20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )

admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of walls

and slabs c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing

the surface with 20 mm thick

jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge including laying glass fibre cloth of approved quality in

top layer of plaster and finally finishing the surface with trowel with neat

cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The

whole terrace so finished shall be flooded with water for a minimum period

of two weeks for curing and for final test. All above operations to be done in

order and as directed and specified by the Engineer-in-Charge :

With average thickness of 120 mm and minimum thickness at khurra as

GMRC April 2026 Page 75 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and applying integral crystalline slurry of hydrophilic in nature

for waterproofing treatment to the RCC structures like retaining walls of the

basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing

in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water)

for horizontal surfaces and applying the same from negative (internal) side

7.3 22.23 with the help of synthetic fiber brush. The material shall meet the

requirements as specified in ACI212- 3R-2010 i.e by reducing permeability

of concrete by more than 90% compared with control concrete as per DIN

1048 and resistant to 16 bar hydrostatic pressure on negative side. The

crystalline slurry shall be capable of self-healing of cracks up to a width of

0.50mm. The work shall be carried out all complete as per specification and

the direction of the engineer-in-charge. The product performance shall carry

guaranteed for 10 years against any leakage.

7.3.1 22.23.1 For vertical surface two coats @0.70 kg per sqm per coat Sqm 472.00 855

7.3.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 362.80 114

GMRC April 2026 Page 76 of

TENDER NO. GMRC/CONS/VDCT+STNS/PH-2B/2026 BOQ

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and laying APP (Atactic Polypropylene Polymer) modified

prefabricated five layer, 3 mm thick water proofing membrane, black

finished reinforced with glass fibre matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the same membrane

manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 –

cps. Over the primer coat the layer of membrane shall be laid using butane

torch and sealing all joints etc., and preparing the surface complete. The vital

physical and chemical parameters of the membrane shall be as under : Joint

strength in longitudinal and transverse direction at 23°C as 350/300

N/5 cm. Tear strength in longitudinal and transverse direction as

60/80N.Softening point of membrane not less than 150°C. Cold flexibility

shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying

of membrane shall be got done through the authorised applicator of the

manufacturer of membrane:

Total for Waterproofing Works

8.0 ALUMINIUM COMPOSITE PANEL WORK (ACP)

Designing, fabricating, testing, installing and fixing in position Curtain Wall

with Aluminium Composite Panel Cladding (ACP Cladding/ACP Boxing)

, with open grooves for linear as well as curvilinear portions of the building,

for all heights and all levels etc. including:

Structural analysis & design and preparation of shop drawings for pressure

equalisation or rain screen principle as required, proper drainage of water

to make it watertight including checking of all the structural and functional

GMRC April 2026 Page 77 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing, fabricating and supplying and fixing panels of Aluminium

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4 mm thick aluminium composite panel material

consisting of 3mm thick FR grade mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The aluminium composite panel

b) cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon

based fluoropolymer resin coating of approved colour and shade on face #

and polymer (Service) coating on face # 2 as specified using stainless steel

screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.

ACP must comply with Fire Performance of Class A2, according to DIN 4102-

The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS

316, Nylon separators to prevent bi-metallic contacts all complete required

to perform as per specification and drawing The item includes cost of all

material & labour component, the cost of all mock ups at site, cost of all

samples of the individual components for testing in an approved laboratory,

field tests on the assembled working curtain wall with aluminium composite

panel cladding, cleaning and protection of the curtain wall with aluminium

composite panel cladding till the handing over of the building for occupation.

Base frame work for ACP cladding is payable under the relevant aluminium

item.s The Contractor shall provide curtain wall with aluminium composite

panel cladding, having all the performance characteristics all complete , as

per the Architectural drawings, as per item description, as specified, as per

the approved shop drawings and as directed by the Engineer-in-Charge.

However, for the purpose of payment, only the actual area on the external

face of the curtain wall with Aluminum Composite Panel Cladding (including

width of groove) shall be measured in sqm. up to two decimal places.

Total for Structural Glazing and Aluminium Composit Panel

GMRC April 2026 Page 78 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

9 ALUMINIUM WORK

Providing and fixing aluminium work for doors, windows/sliding windows,

ventilators and partitions with extruded built up standard tubular sections/

appropriate Z sections and other sections of approved make conforming to

IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size,

including necessary filling up the gaps at junctions, i.e. at top, bottom and

9.1 21.1 sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed mechanically

wherever required including cleat angle, Aluminium snap beading for

glazing / paneling, C.P. brass / stainless steel screws, Stays, door stopers all

complete as per architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid for separately) :

9.1.1 21.1.1 For fixed portion

Polyester powder coated aluminium (minimum thickness of polyester

powder coating 50 micron)

For sliding window Kg 650 166

Total for Aluminium Work

10 Site Development Works

GMRC April 2026 Page 79 of

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs).

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M-30 grade made by block making machine

with strong vibratory compaction, of approved size, design & shape, laid in

required colour and pattern over and including 50mm thick compacted bed

of coarse sand, filling the joints with fine sand etc. all complete as per the

direction of Engineer-in-charge

Providing and laying at or near ground level factory made kerb stone of M-

25 grade cement concrete in position to the required line, level and

curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand),

including making joints with or without grooves (thickness of joints except

at sharp curve shall not to more than 5mm), including making drainage

opening wherever required complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Total of Site Development Works

11 Any Other Works Under DSR -

(i) For any Other Works Under DSR - 2018 with escalation and applicable

cost index for Ahmedabad Region

Total of any Other Works Under DSR - 2018

GMRC April 2026 Page 80 of

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NAME OF WORK: CONSTRUCTION OF 3.33 KM ELEVATED VIADUCTS AND 3 NOS STATIONS FROM GIFT CITY TO SHAHPUR CIRCLE INCLUDING CIVIL

STRUCTURAL WORKS, ARCHITECTURAL FINISHING WORKS, STRUCTURAL STEEL ROOFING, SIGNAGES, PHE WORKS AND E&M WORKS OF

AHMEDABAD METRO RAIL PROJECT PHASE -2B

Summary of Bill of quantities- Schedule C2 Non DSR ITEMS

Section Description of Section Amount (Rs.)

2 GRANITE STONE WORK

3 FLOORING WORK

4 FINISHING WORK

5 SUSPENDED CEILING WORK

9 MISCELLANEOUS WORKS

GMRC April 2026 Page 81 of

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TOTAL AMOUNT OF SCHEDULE - C2

TOTAL AMOUNT OF SCHEDULE - C2

DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing & fixing Toilet Cubicle (of following standard dimension which includes

600mm door size width) made of heat, bacteria, water, chemical, scratch, impact and

anti bacterial resistant 12mm thick solid compact laminate panels tested in approved

laboratory. Finish of the compact laminate should be Suede, Raw silk model includes

doors, pilasters & intermediate panels finished with approved texture/shade as per the

detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97

1.1 standard. This also includes providing and fixing in position necessary hardware made

out of Stainless steel (Grade 304) as per manufacturer’s specifications & Architects

instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset with

Occupancy indicators, (4) Coat hooks, (5) Door stopper, (6) U- Channels, (7) Adjustable

foot/pedestal, (8) Top rail (9) Rubber noise deafening tape, (10) Screws & wall Plugs.

All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported

by stainless steel Bottom Cladding.

The base of the stainless steel bottom cladding will be anchored to the floor with a

clearance height upto 150mm. The top fitting should consist of SS round top rail which

will get fixed with pilasters SS wall fixing is used only on the wall which will hold the SS

Note: All works as per approved manufacturer's specifications.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Toilet Cubicle with standard dimension of 2000-2100mm Height x 1000mm Width x

1550mm Depth, which includes 600mm wide door.

Total wood work

2.0 GRANITE STONE WORK

Providing and fixing flamed finish granite stone(bull-nosed) of size 1200 x 600 x 60mm

(tickness) at platform edge level of any approved colour and shade (Jeerawal

white/Cats eye/P white/Tan brown/Lakha red/Levender blue or any), (Sample of

flamed finish Granite stone shall be approved by Engineer-in-charge) backing filled with

chemical adhesive of approved make (BAL Endura / Duo-Band / Laticrete / Bafer -

mappai of diamond rated / Star) complete as per specification and approved

architectural drawings. There should me minimum gap between stone, and the gap

should be grouted with higher polymer epoxy grout of make (BAL Endura / Duo-Band /

Laticrete / Bafer - mappai of diamond rated / Star). The rates include all materials

(Flamed Finish Granite Stone, Chemical Adhesive, Epoxy Grout and all necessary

materials required to complete the job), labour, tools, plant and equipments. Nothing

shall bge paid extra.

Providing and laying gang saw cut 25 mm thick polished granite flooring of size

1200mm x 600mm and shape of approved shade, colour and texture in flooring cut

granite stone of required size and shape of approved shade, colour and texture in

2.2 flooring and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement Sqm 4,252.50 9663

: 4 coarse sand) including grouting the joints with white cement mixed with matching

pigment, epoxy touch ups, curing, rubbing, mirror polishing / honing / sand blasting,

washing, cleaning, etc. complete as per direction of the Engineer.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing & Fixing Polished Granite Coping, bull-nosed over 20 mm thick cement

mortar 1:4 (1 cement: 4coarse sand) bed joint treated with white cement mixed with

matching pigment including Rubbing, Curing , Moulding & polishing to edge to give high

gloss finish etc. complete.

Providing and installing counters of MS (with primer and 2 coats of enamel paint)

carcass in TOM, EFO, SCR etc. with 30mm thick polished & moulded Jet Black Granite

top with all cutouts/ openings including providing and fixing over 19mm thick

commercial board & 19 x 3 mm teak wood lipping all complete of approved quality as

per specifications and relevant drawings (Plan area shall be considered for

Providing and laying machine cut mirror pre-polishedhoned granite stone slabs as per

architectural profile, in pieces upto 1.5 m length each, with machine cut edges for treads

of steps with full rounded nosing, engraving three nos., longitudinal grooves 25 mm

apart (size 6 mm wide, 3 mm deep ) or Supply and application of anti-skid tape (heavy-

duty, industrial-grade) of min. width 2" including surface preparation (cleaning and

drying), cutting to size, firm pressing, and ensuring proper adhesion, complete in all

respects as per manufacturer’s instructions and as directed by the Engineer-in-Charge

for treads including the under layer of 20mm thick cement mortar of 1: 4 (1 cement :

coarse sand) mix, fixed in white cement float / paste pigmented to match the shade of

the stone slab, filling joints with neat white cement slurry leveling and matching

coloured pigments & white cement, compaction, curing, rubbing & polishing / flaming,

washing, cleaning, making allowance for cutting & finishing for railing fixings as per

design etc. complete all as directed by the Engineer. The granite stone shall confirm

ASTM C-615, close grain, free from fissures, cracks, discoloration or other defects.

Horizontal surfaces to maintain a coefficient of friction 0.80 minimum shall confirm to

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

2.5.1 25mm thick machine cut mirror pre-polished honed light coloured granite stone. Sqm 4,217.34 30.00

2.5.2 25mm thick machine cut mirror pre-polished honed dark coloured granite stone. Sqm 4,484.64 1,005.00

Providing and laying 18 mm thick Mirror Polished Granite Stone in Risers of steps

of approved any colour and Shade (Jet Black/Lakha Red/Cats eye/P-White/Jeerawal

White or any), size and pattern, (sample of Granite Stone shall be approved by Engineer-

2.6 in-charge) backing filled with chemical adhesive of approved make (BAL Endura / Duo- Sqm 4,527.00 378.00

Bond / Laticrete / Bafer - mappai Of diamond rated / Star) complete as per

specifications and relevant architectural drawings. There should be minimum gap

between stones, and the gap should be grouted with higher polymer epoxy grout of make

(BAL Endura / Duo-Bond / Laticrete / Bafer - mappai Of diamond rated / Star), The

Rates include all materials (Granite Stone, Chemical Adhesive, Epoxy grout and all

necessary and fixing required

materials 25 mm thick Polished

to complete the(Polished up to

job), labour, diamond

tools, plant level and sample

and equipments.

should be approved by Engineer-in-Charge)

Nothing shall be paid extra. Granite Stone Cladding on Wall of size up

to and equal to 1200 mm x 600 mm of any light colour and shade (Jeerawal white/P

white etc or any), backing filled with chemical adhesive of approved make (BAL

Endura / Duo-Bond / Laticrete / Bafer - mappai of diamond rated) and should be

fixed with Stainless Steel 316 Pins or clamps, 3mm thick at all cornices of stones min.

2.7 nos on each sides and bottom of cladding. The grooves between stones should be Sqm 4,673.00 2,034.00

matched with floor stone grooves and it should be filled with higher polymer epoxy

grout of make (BAL Endura / Duo-Bond / Laticrete / Bafer - mappai of diamond

rated) complete in all respect as per approved architectural drawings. The Rates include

all materials (Granite Stone, Chemical Adhesive, Epoxy grout, Stainless Steel pins

or cramps and all necessary materials required to complete the job), labour, tools,

plant and equipments. Nothing shall be paid extra.

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing and laying gang saw cut 20 mm thick honed finished granite stone of

required size and shape of approved shade, colour and texture in flooring cut granite

stone of required size and shape of approved shade, colour and texture in flooring and

similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse

sand) including grouting the joints with white cement mixed with matching pigment,

2.8 epoxy touch ups, curing, washing, cleaning, etc. complete as per direction of the

Engineer. The granite stone shall confirm ASTM C-615, close grain, free from fissures,

cracks, discoloration or other defects. Horizontal surfaces to maintain a coefficient of

friction 0.60 minimum shall confirm to ASTM C1028.

a.Tolerance in thickness shall be maximum +1.00mm

b. Tolerance in linear side shall be maximum +1.00mm

c. Maximum water absorption shall be as per IS:

d. Minimum compressive strength shall be as per IS: 1121 (Part I)

e. Compressive strength test shall be carried out as per IS: 1121 (Part I)

f. Water absorption test shall be carried out as per IS:

Polished (honed) Base Light Coloured Granite stoneslabs in 1200 mm x 600 mm size in

Polished (honed) Dark Coloured Type-1 Granite stone slabs in 1200 mm x 600 mm size

Total sub head Stone/Tile Work

3.0 FLOORING WORK

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing and laying in position Vitrified porcelain (hazard and directional) tactile

tiles in 300 mm x 300 mm size in yellow shade, minimum 9.8 mm thick with water

absorption less than 0.5% and conforming to IS: 15622 of approved patterns and make,

3.1 over a bedding mortar of 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), Sqm 1,897.00 519.00

sprinkled with white cement and jointed with white cement slurry mixed with pigment

to match the colour of tactiles. The joint width shall be 1.5mm thick and the tactiles shall

be coplanar with the adjacent flooring.

Providing & laying 200mm long 100mm wide and 8mm thick Yellow warning strip

made of heavy duty Vitrified ceramic tile on 20mm thick cement mortar 1:4 (1 cement:

4 coarse sand), sprinkled with white cement and jointed with white cement slurry mixed

with pigment to match the shade of the slabs including rubbing and polishing complete.

Rates include coordination with other agencies for cutouts, holes and finishing of the

same as directed by the Engineer.

Providing and laying raised floor system with filling of AAC (Autoclaved Aerated

Concrete) block pieces to required levels and slopes, including preparation of base,

spreading, compacting and leveling the AAC block pieces, and topping with cement

mortar screed as per specifications.

Providing and fixing vitrified wall tiles (with water absorption less than 0.08% and

conforming to IS : 15622) of 600 mm x 600 mm size of approved make, size, shade,

quality and thickness as per the manufacturer for dado/ cladding in required position

including cutting to required shape, fixing the tile including 12mm thick backing coat of

cement mortar 1:3 or set in special tile adhesive / neat cement paste as per

manufacturer's guide lines, finished to proper levels, slopes including , pointed flush in

approved grouts pigmented to match the shade of the tile, curing, cleaning, scaffolding /

staging etc. complete all as directed by Engineer.

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

3.4.1 Using 10mm thick textured vitrified tiles Sqm 1,458.00 210.00

Providing and laying cement concrete screed of required thickness in panels of 1500 x

1500mm size, or as specified consisting of plain cement concrete 1:2:4 ( 1 cement :

coarse sand : 4 coarse aggregate of size 20mm and down) including cleaning the sub

base, curing etc. complete as directed by the Engineer.

Total sub head Flooring Work

4.0 FINISHING WORK

Providing and applying anti dust sealer (epoxy based sealer) on floor as per approved

colour and shade, complete as per manufacturer’s specification.

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Anti Carbonation paint:

Providing and applying primer + two coats of 100% acrylic breathable, anti-carbonation,

heat insulating,decorative external paint-sunext-8 of Sunanda or equivalent.Before

giving this treatment the entire surface shall be thoroughly cleaned to remove

dust,dirt,oil etc. The cracks, if any shall be filled with acrylic polymeric non shrink auto

suction crack filler putty polyfill AR of Sunanda or equivalent, anti carbonation

waterproof, heat insulating, decorative external paint-Sunext-8 as per manufacturer's

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

following properties:

1-Carbon dioxide diffusion eqivalent air layer thickness(DIN EN 1062-6)>100m.

2-Carbon dioxide diffusion resistance co-efficient (DIN EN 1062-6)>105.

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

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

5-Solar Reflectance Index (ASTM E 1980-11, EN 673:2011, EN 410:2011)>104.

Proma seal acrylic intumescent sealant 2 hours fire rated in accordance with BS 476-

4.3 Part 20, IS 1530 Part 4 to seal gap & joint in fire rated walls and floors and around service Rm 2,916.00 315.00

penetration for 25 mm gap and 12 mm depth.

Total sub head FINISHING Work

5.0 SUSPENDED CEILING WORK

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing and fixing (approved make) 12 mm thick Cement fibre board clading fixed

both side on Aluminium / MS pipe frame for bulkhead as per approved architectural

drawings. Rate is including for frame of 100 x 100 x 6 mm Sq. Pipe fixed with

5.1 verticles @ 1.2 m c/c and fastener to fix bulkhead on aluminium box section, Sqm 2,950.00 1584

aluminium beading etc. The rates shall include all necessary materials, labour, tools &

plants as per instruction of Engineer-in-chage Note: Nothing extra shall be paid against

5.2 PERFORATED METAL CEILING

Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm or 1200 x 600 mm

module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of

0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves

and wooden screws at 300 mm center to centre, suspending the main C carrier of size

10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat

37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main

carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of

mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier

and in direction perpendicular to it at 600 mm centers with help of suspension brackets.

Wherever the main C carrier and spring T have to join, C carrier and spring T connectors

have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive),

fixing with clip in tiles into spring T with :

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and

0.75 mm thick with 25 mm height, made of G I/ Aluminium sheet having galvanizing of

100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes

and having NRC of 0.5, electro statically polyester powder coated of thickness

microns (minimum), including factory painted after bending and perforation etc.

complete as directed by Engineer-in charge.

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 1200x600 and

1 mm thick with 25 mm height, made of G I / aluminium sheet having galvanizing of

gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and

having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns

(minimum), including factory painted after bending and perforation etc. complete as

directed by Engineer-in charge.

Total sub head Suspended Ceiling Work

Providing and fixing three-seater stainless steel bench of approved size and shape as

directed by the Engineer-In-Charge.

Providing and fixing door with shutter fabricated from18 gauge thick galvanised steel

sheets press formed to provide a 46mm thick fully flushed double skin door with lock

seam joints at stile edge and infill insulation kraft core. Door frames 57x120 mm approx.

to be single rebated made of 16 gauge galvanised steel. Door shutter and frame to be

primered in stoving grade epoxy zincphosphate primer and finished in aliphatic grade

u.v. resistance polyurethane paint. Door shutter and frames to have all hardware

preparations, prepunctured at the factory all complete with and including filling of door

frames with P.C.C. 1:5:10 (1 cement : 5 aggregate : 10 coarse sand).

6.2.1 Single leaf door shutter Sqm. 12,150.00 123.00

6.2.2 Double leaf door shutter Sqm. 7,290.00 15.00

6.2.3 Extra for 250 x 150 mm vision panel with 6mm thick clear toughened glass. No. 243.00 51.00

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

6.2.4 Extra for provision of air transfer grille appx. 400x400 mm No.

6.2.5 Heavy Duty Door Closer Each

Eurofile Mortice lock -240 with double pin cylinder having master arrangement and ss

6.2.7 Concealed SS finish tower bolts (300mm) Each

6.2.8 Magnum or equivalent make SS 4 Ball Bearing hinges Each

6.2.9 SS handles Dorma or equivalent make for double leaf door Each

6.2.10 Dorma or equivalent make Panic Bar for Double leaf door Each

6.2.11 Installation charges Sqm

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

6.3 wall and RCC column / beams and the like including necessary "U" nails / screws with Sqm

cleats for fixing, overlapping etc. complete all as per specification and as directed by the

Engineer for all height and all locations.

Providing and applying synthetic enamel paint in two coats of approved make, colour

applied on new surfaces (plaster, wood or metal), to give an even shade including

6.4 applying cleaning the surface from all dirt, dust and foreign materials, sand Sqm

papering,applying primer coat including cost of materials, labour, necessary scaffolding,

etc., complete as per specifications and as directed by the engineer.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Design, supplying and installing fixed type Z-Shaped louvered panels using louver blades

of Z-Shaped minimum 60 microns super durable pure polyester powder coated, 2mm

thick aluminium slats in approved shape, colour and with ample rigidity within extruded

shape and with concealed stiffener, supports in approved spacing with an assumed

6.5 efficiency of 50%, including powder coated GI bird / vermin proofing wire netting

internally, all epoxy coated MS brackets, minimum 60 microns super durable pure

polyester powder coated aluminium extruded concealed frames and sub-frames,

approved fixing arrangement to main structure, etc. complete as per approved shop

drawings and specifications.

Note : (a) The spacing of the louver slats shall be as shown in the detailed drgs. (b) The

louvered panel shall be measured outside to outside of the aluminium frame or inside to

inside of the concrete / masonry opening to the nearest cm. for payment as the case may 696.00

be. The shade of the coating system shall be approved by the Engineer.

Fabrication, supply and erection of Hot dip galvanized MS channel cover plate,

fabricated from 6mm thick MS chequered plate fixed over cleats, stiffeners, runners

6.6 using 40X40X6 mm Ms angle grouted in position etc complete as per directions of Kg

engineer-in-charge (only 6 mm galvanized chequered plate is covered under this item.

Other items shall be paid by weight separately. )

Providing and fixing M.S. steel railing made of Hollow tubes, channels, plates etc.,

including welding, grinding, buffing, polishing and making curvature (wherever

required) and fitting the same with necessary steel nuts and bolts complete, including

fixing the railing with necessary accessories etc., complete as per approval of Engineer- 59,490.00

in-charge, (for payment purpose only weight of M.S. steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners etc.).

6.8 External Wall Cladding - solid grade compact HPL as per 438-6 in 6 mm

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing and fixing of external wall cladding, is a decorative compact HPL Laminate

in 6 mm thickness as per EN 438-6 Type EDS (Exterior Durable Standard) / EGS

(Exterior General Standard) manufactured using specially treated acrylic resigns under

high pressure and temperature & hardened into sheets, thus providing all weather

protection and UV Resistance on an Aluminum Sub Structure of Aluminum tube Channel 150.00

having thickness 63x25x2mm, it should be powder coated with approved colour

complete in all respect as per Engineer-in-charge (used for Facade clading, canopies,

fences, pergola, outdoor cladding, balcony cladding railing gate elevation etc.)

CNC Cutting work for HPL Frame with all required labour charges and machinery

6.8.2 required to complete the work as per design, drawings and instructions of Engineer In Sqm 748.33 480.00

Total sub head Metal Work

Providing and installing fixed glazed security wall assembly of stainless steel to ticket

offices, Station Control Room etc. with specified fixings and finish using 2 sheets of 6mm

7.1 thick toughened glass with nominal gap silicone sealant joints. Glass shall be clear, Sqm

toughened and laminated with 1.52mm thick polyvinyl butyral layer- all complete as per

relevant architectural drawings and specification with cut out & holes

Providing and fixing toilet mirror in 6 mm thick clear float glass with bevelled and

polished at edge, fixed on wall with 6mm thick hard board backing fixed to wooden

7.2 cleats with 8mm dia 38mm long stainless steel stud complete. The rates include all Sqm

materials, necessary accessories, labor, tools and plants. Nothing shall be paid extra for

Providing and fixing in position laqurered glass of approved colour, shade using 8mm

thick of approved make fixed over the 12mm thick plywood of approved make. The glass

7.3 shall be cut to the required size. The rate shall be including cost of glass, plywood boxing, Sqm

necessary hardware items, labour, lead, lift, etc., complete as per specifications and as

directed by the Engineer-In-Charge.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Designing, Providing, erecting and fixing structural glazing unitized using specially

designedaluminium grade 63400 WP IS: 733 and ID: 1285 electro colour anodised

micron or pure polyester powder coated 65 microns in approved shade and colour

through adequately designed MS galvanised / aluminium anchor brackets. The

structural glazing design to be based on rain screen and pressure equalised drainage

system. The complete drainage system to be incorporated in the design which drain

water at every transom in the unlikely event that water penetrate the pressure seal. This

include structural grade and weathering grade silicon sealant "Dow Corning"or "GE

7.4 Silicon"or equivalent as per the design requirement. This includes structural designing, Sqm

shop drawing complete. structural calculations and water penetration test as per

(Structural Test ( Wind load serviceability) - ASTM E 330, Water Penetration Test -

AAMA 501.2). The specified test is to be carried out only for location where executed qty

will be more than 50sqm in one go. The structure glazing shall be double glazed 23mm

thick (6mm thick toughened blue/smoke grey on outer side, 12 mm air gap and 5 mm

thick clear float glass on inner side). no members to visible from outside complete as per

drawing and direction of engineer in charge. including required aluminium sub-frame

Silicon filling all height i/c double height for straight / curve and scaffolding etc.

complete as directed by Engineer-in-charge.

Supply and installation of 6 mm thick tinted toughned float glass (approved shade) for

windows, including cutting to size, fixing with rubber/neoprene/pvc gaskets, glazing

clips, sealants, and all necessary accessories, complete in all respects as per drawings, 240.00

specifications, and instructions of the Engineer-in-Charge.

Providing and fixing in position frameless glass partition walls made out of 12mm thick

toughened clear float glass held in position by wall connecting profile (with or without

7.6 open able glass door complete in all respects as per drawings, specifications, and sqm

instructions of the Engineer-in-Charge. 100.00

Total sub head Glass Work

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Fire check doors supplyof approved make (120 minute) 2hrs fire rated door

fabricated and successfully tasted at CBRI Roorkee in both direction satisfying two

8.1 criteria (stablity and integrity) confirming to BS:476 Part II, IS3614 Part II as per Sqm

schedule of requirement. The rates include all materials, necessary accessories, labor,

tools and plants. Nothing shall be paid extra for this item.

8.2 Clear vision Panel of 200mm x 300mm Each

8.3 Heavy Duty Door Closer Each

Eurofile mortice lock-240 with double pin cylinder having master arrangement and SS

8.5 Concealed SS finish tower bolts (300mm) Each

8.6 Magnum or equivalent make SS 4 ball bearing hinges Each

8.7 SS handles Dorma or equivalent make of double leaf door Each

8.8 Dorma or equivalent make panic bar of double leaf door Each

8.9 Installation charges Sqm

Total sub head Fire Doors

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

9 Miscellaneous

Providing and laying 1.6mm thick heavy duty, preformed composite membrane

combining a self-adhesive rubber / bitumen compound and a tough, puncture-

resistant fourply polyethylene laminate (for electrical insulation) of approved

9.1 make and quality laid below the screed on the platform floor edges including surface Sqm

preparation, applying water based primer, providing proper overlaps, cleaning etc. all

complete in strict accordance with manufacturer’s instructions and as directed by the

Providing and fixing of SS grab rail (L shaped EGR4 and swing EGRS02) in Disable Toilet.

The cost to include all fittings and fastenings all complete as required. 21.00

9.3 Liquid Soap Container (Soap Dispenser)

Providing and fixing Soap Dispenser on Masonary/RCC/CC Including all fitting and

screws Including cutting and making good the wall whereever required 12.00

9.4 Toilet Paper Holder

Providing and fixing vitreous toilet paper holder of vitrwith mortar / white cement with

all fittings and fastenings all complete as required 18.00

10 Providing and fixing urinal partition with modesty panel and complete in all respect. Nos

Supply, fabrication, and installation of GRC (Glassfiber Reinforced Concrete) Jali as per

11 approved design and drawing for metro station architectural cladding/screening Sqm

purposes.(08 bolting is to be done for one panel of GRC jali)

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing and executing hand painted artwork/mural painting on station walls, panels,

12 or designated surfaces at all stations as per approved design, theme, and instructions of Sq.foot

the Engineer/Architect, complete in all respects.

Providing, fabricating, supplying, and fixing photo frames for artwork/photographs at

designated locations in stations, including frame material, protective glass/acrylic sheet,

backing board, mounting hardware, and all accessories, complete as per approved 12,904.27 60.00

design and instructions of the Engineer/Architect.

Aluminium frame work with one Side 12 mm MDF OR BACKING PLY Over DIGITAL

14 PRINT LAMINATE and Surronding Aluminiun Anodized Frame and Necessary Hardware No

Accessories SAC Station

Providing Design Consultancy Services for conceptualization, planning, design

development, and supervision of artwork installations at metro stations, including

murals, paintings, photo panels, sculptures, cultural displays, and other artistic 5,00,000.00 3.00

elements, complete as per instructions of the Engineer/Client Architect.

Providing, fabricating, supplying, and fixing infographic panels on columns with partial

backlit illumination, including design development, printing, framing, LED lighting

system, wiring, fixing accessories, and all associated works, complete as per approved 6,73,266.00 3.00

design and instructions of the Engineer/Architect.

Providing, fabricating, supplying and installing decorative metal cut-out panels around

structural columns with integrated backlit illumination and planter arrangement,

17 including metal framework, laser cut panels, LED lighting system, planter box, soil No

media, fixing accessories and all associated works, complete as per approved design,

drawings and instructions of the Engineer/Architect.

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S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing, fabricating, supplying and fixing decorative Jali screen panels at station

premises (walls/partitions/façade areas) made of metal/ACP/aluminium as per

18 approved design, including supporting framework, surface finishing, fixing accessories SQM,

and all associated works, complete in all respects as per drawings and instructions of

the Engineer/Architect.

Providing, fabricating, and installing decorative mosaic artwork on station C-Wall

(concourse wall) using ceramic/glass/stone mosaic tiles as per approved design,

19 including surface preparation, adhesive fixing, grouting, finishing, and all associated No

works, complete in all respects as per drawings and instructions of the

Engineer/Architect.

Providing services for transportation, handling, unloading, installation, and fixing

of artwork elements at metro stations, including murals, framed artworks, sculptures,

20 panels, metal artworks, mosaic artworks, and other artistic installations, complete with No

all necessary tools, lifting equipment, fixing accessories, and safety arrangements as per

approved drawings and instructions of the Engineer.

21 Providing and fixing Video Screen (ACP Cladding with Framing+Vinlyl) Sq.mtr

Providing, fabricating, supplying, and fixing Stainless Steel (SS) ring around column for

supporting planter arrangement, including SS ring fabrication, supporting brackets,

fixing hardware, polishing, and installation, complete in all respects as per approved 1,20,065.77 3.00

drawings and instructions of the Engineer/Architect.

Providing, fabricating, supplying, and fixing Stainless Steel (SS) ring around column for

supporting planter arrangement, including SS ring fabrication, supporting brackets,

fixing hardware, polishing, and installation, complete in all respects as per approved 3.00

drawings and instructions of the Engineer/Architect.

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DETAILED BILL OF QUANTITIES

S.No Description of Item Unit Rate QUANTITY Amount (Rs.)

Providing, supplying and fixing artificial decorative plants around station

columns/planter areas, including artificial foliage, base support, fixing accessories, and

all necessary materials and labour, complete in all respects as per approved design and 1,00,000.00 3.00

instructions of the Engineer/Architect.

Providing and fixing Bronze Plate as per approved design and instructions of the

Engineer/Architect. 15.00

Providing, fabricating, supplying, and fixing GMRCL logo signage at designated locations

within the station premises, made of acrylic/metal/SS/ACP or approved material,

27 including lettering, supporting framework, fixing accessories, finishing, and all No

associated works, complete as per approved design, drawings, and instructions of the

Engineer/Architect.

Providing, fabricating and fixing covering/enclosure for rain water pipe using framing

and MDF board panels, including structural framework, MDF paneling, finishing, fixing

accessories and all necessary works, complete as per approved drawings and 15.00

instructions of the Engineer/Architect.

Providing, supplying and fixing decorative vinyl graphics on Lift lobby / TOM (Ticket

Office Machine) area false ceiling, including digital printing, lamination, surface

preparation, fixing and finishing, complete in all respects as per approved design, 10.00

drawings and instructions of the Engineer/Architect.

Providing, supplying and fixing decorative decal vinyl motif work at designated locations

such as walls, glass panels, columns, doors, or other architectural surfaces, including

31 design development, digital cutting/printing, surface preparation, application and Sq.mtr

finishing, complete in all respects as per approved drawings and instructions of the

Engineer/Architect.

GMRC April 2026 Page 100 of