Development and Construction of Depot Including OCC and Associated E&M Works near Gyaspur Depot of Ahmedabad Metro Rail Project

Bill of Quantity (BOQ)

Gujarat Metro Rail Corporation (GMRC) Limited

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

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

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

Sector 10/A, Gandhinagar:

Corporate Identification No (CIN): U60200GJ2010SGC059407

GMRC October 2026 Page 1 of

GMRC/CONS/DEPOT-1/2026 BOQ

PREAMBLE AND GENERAL REQUIREMENTS FOR ELEVATED SECTION

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

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

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

Tender Document.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

pages and at the end of schedule.

All the item of works which are not covered in BOQ Schedule A, B1, B2, C1, C2 and D of structure Section, but

4. are required to be carried out as per the direction of Engineer-in-Charge, shall be carried out under the

Schedule-H i.e. Provisional Sum Schedule as per below preference.

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

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

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

5. etc. as on date of submission

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

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

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

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

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

made before quoting rates in the Bill of Quantities.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

GMRC October 2026 Page 2 of

GMRC/CONS/DEPOT-1/2026 BOQ

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

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

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

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

or as directed by the structural designer.

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

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

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

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

17. approved from the Engineer-in-charge.

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

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

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

19. in the Contract Document.

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

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

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

considered included in the bid.

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

21. specification of the complete installation by licensed agencies.

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

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

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

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

work shall be got approved from Engineer in charge.

For all type of cement concrete work rate shall inclusive of

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

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

operations, etc.

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

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

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

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

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

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

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

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

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

and residual sizes)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

GMRC October 2026 Page 3 of

GMRC/CONS/DEPOT-1/2026 BOQ

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

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

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

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

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

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

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

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

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

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

relevant terms and conditions of the Tender.

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

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

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

used for comparative evaluation of the Tenders.

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

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

government taxes, cesses and levies.

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

31. N Procurement Portal and nowhere else.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

cost / commercials.

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

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

accepted the material shall not be supplied at site.

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

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

location weather local / abroad.

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

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

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

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

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

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

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

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

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

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

GMRC October 2026 Page 4 of

GMRC/CONS/DEPOT-1/2026 BOQ

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

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

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

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

payment shall be made for the supply of fuel.

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

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

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

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

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

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

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

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

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

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

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

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

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

1) ⁠65% on supply and delivery

2) ⁠10% on installation

3) 15% on testing and commissioning

4) 5% on integrated testing and commissioning

5) 5% on taking over

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

47. installments over the 2-year contract period (totaling 08 installments), payable at the end of each quarter upon

submission of the service report and invoice.

GMRC October 2026 Page 5 of

GMRC/CONS/DEPOT-1/2026 BOQ

Name of Work: Development and Construction of Depot Including OCC and Associated E&M Works near Gyaspur Depot of Ahmedabad Metro Rail

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

Total Amount (INR)

(including percent above

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

/ below / at par of

Amount At Par Value)

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

1 Schedule-A GENERAL

2 Schedule -B1 CIVIL / STRUCTURAL WORKS (NDSR ITEMS)

3 Schedule -B2 CIVIL / STRUCTURAL WORKS (DSR ITEMS)

ARCHITECTURAL FINISHING WORKS (DSR

4 Schedule –C1 ITEMS)

ARCHITECTURAL FINISHING WORKS (NDSR

5 Schedule –C2 ITEMS)

6 Schedule -D PHE WORKS

7 Schedule –E1 Electrical System

Air Conditioning, Ventilation and Air

8 Schedule –E2 Distribution System

GMRC October 2026 Page 6 of

GMRC/CONS/DEPOT-1/2026 BOQ

Name of Work: Development and Construction of Depot Including OCC and Associated E&M Works near Gyaspur Depot of Ahmedabad Metro Rail

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

Total Amount (INR)

(including percent above

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

S No / below / at par of

Amount At Par Value)

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

9 Schedule –E3 Fire Detection & Alarm System

10 Schedule –E4 Fire Fighting System

Comprehensive Annual Maintenance for

11 Schedule –E5 years for Complete Electrical and Mechanical

Schedule F1 : Provisional Sum for Electrical

System, Air Conditioning,

Ventilation and Air Distribution System, Fire

Detection & Alarm System, Fire Fighting

12 Schedule -F System, Compressed Air System and Lifts

(installed at Workshop cum Admin Building

and Staff Quarters) including E&M Works of

Staff Quarters and Miscellaneous Works.

13 Schedule -G Miscellaneous Works

GMRC October 2026 Page 7 of

GMRC/CONS/DEPOT-1/2026 BOQ

Name of Work: Development and Construction of Depot Including OCC and Associated E&M Works near Gyaspur Depot of Ahmedabad Metro Rail

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

Total Amount (INR)

(including percent above

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

S No / below / at par of

Amount At Par Value)

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

Any other items not covered in Schedule A,

14 Schedule-H B1, B2, C1, C2 & D but are required to be

carried out as per direction of Engineer, the

order of preference for adopting rates is as

i) R&B SOR 2023-24

ii) GWSSB SOR 2022-23

(The rate to be paid shall be as per rates

mentioned in above SOR excluding GST)

Total Amount of Schedule A, B1, B2, C1, C2, D, E1, E2, E3,

Total Amount of Schedule A, B1, B2, C1, C2, D, E1, E2, E3,

E4, E5, F, G and H (excluding GST)

01. The tenderer shall quote a percentage (Above/Below/At Par) at SN. 1 to 14 of this summary Sheet only and nowhere else. Total of Schedule from S. No: 1 to

shall be Considered for Tender Evaluation.

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

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

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

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

GMRC October 2026 Page 8 of

GMRC/CONS/DEPOT-1/2026 BOQ

ITEM DESCRIPTION ITEM RATE Quantity Amount (Rs)

1 Conducting GPS survey, fixing the alignment, marking locations, vertical and horizontal clearances, LS 695094.4 1

establishing bench marks, reference lines and control points and other details in consultation with

the Employer’s Representative including corrections if any and approval of Engineer-in-Charge.

i. Digital leveling instrument used for the work shall have minimum accuracy of ±0.3 mm per km

double run with least count not more than 0.01 mm

ii.Total station instrument shall have minimum accuracy for:

a)Angle measurements (Hz, V) of the order of 1". Payment for this item equally distributed over

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

2 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size RM 2320.26 500

2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube

posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be

fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of

50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @

kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at

both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to

fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at

both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which

includes writing and painting, arrangement for traffic diversion such as traffic signals during

construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as

directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site

continuously i/c shifting of barricading from one location to another location as many times as

required during the execution of the entire work till its completion. Rate include its maintenance

for damages, painting, all incidentals, labour materials, equipments and works required to execute

the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.

(Note :- One time payment shall be made for providing barricading from start of work till

completion of work i/c shifting wherever necessary. The barricading provided shall remain to be

the property of the contractor on completion of the work).

GMRC October 2026 Page 9 of

GMRC/CONS/DEPOT-1/2026 BOQ

3 Submit colour photographs of the works as directed by the Engineer and supply with monthly Per Set 3284.74 24

progress report, or as instructed by the Engineer. One set shall comprise of minimum

photographs in 3 soft copy of all photographs on DVD with 3 copies of prints (hard copy) of each

photograph of size not less than 225 x 175 mm each in album form. The phographs chosen should

cover important activities of the work. Photos should have date and time as per Technical

Specifications.

4 Supply of Video DVD of 180 minutes duration comprising one master copy and one extra copy as Per Set 12319.61 24

per technical specifications showing the progress of works and methodology and at interval as

directed by Engineer and as per Technical Specifications

5 Providing furnished office at site (Appendix - 2D and Annexure -1 of Employer's Requirement ), Per 159125.2 24

for use of Engineer and his supporting staff at site. Month

6 Drilling 150mm dia boreholes varying from 20m to 40m in all types of soil including mobilisation RM 2282.6 450

of machinery, conducting all SPT. vane shear test, collection of undisturbed and disturbed samples,

Soil Resistivity testing for each borehole, setting up machinery, shifting etc. Including all lab, field

tests & report preparation (pile foundation recommendations including safe pile capacities, pile

settlement calcaulation, etc incorporating all field and laboratory testing) as per IRC: 78/IS codes.

Total for Schedule-A General items

GMRC October 2026 Page 10 of

GMRC/CONS/DEPOT-1/2026 BOQ

ITEM DESCRIPTION ITEM RATE Quantity Amount

Schedule B1:Civil/Structural Works (NDSR Item)

1 SUB SECTION-1: EARTH WORK

1.1 Excavation for open foundation, in all type of soil, below ground as encountered for all type &

thickness, including dismantling of other structure, dead utilities, sorting out stacking of useful

materials and disposing of excavated stuff within depot area as directed by the engineer with

all leads and lift (as specified below), including all supports (by sheet pile/ shoring / strutting

to retain and support the soil/ sloped excavation or other methods) for stability including

dewatering, pumping and bailing out of water.

1.1 a) Upto 1.5 Metre Depth Cum 86.84 58931

1.1 b) From 1.5 Metre to 3.0 Metre Cum 95.98 22721

1.1 c) From 3.0 Metre to 5.0 Metre Cum 105.12 3900

1.1 d) For every extra metre depth beyond 5m .This rate is payable over and above the rate of Rs 115 Cum 9.14 215

(for 3 to 5 m mentioned above). e.g for 5 to 6 m depth rate payable will be Rs 125 per cum ,for

6m to 7m depth rate payable would be Rs 135 per cum ,so on & so forth

1.2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Cum 54.84 82622

in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and

watering as per Technical specification

1.3 EARTH WORK for embankment including breaking clods dressing with all lead and lift and

including watering rolling and consolidation of subgrade in layers to required dry density

including filling the depressions which occur during the process using power/vibratory roller

as per Technical specification and as directed by the Engineer.

1.3(a) a) By Depot area soil obtained from cutting(suitable soil) Cum 95.98 12900

1.3(b) (b) by Contractor`s own suitable soil broought from outside the depot. The rates are inclusive Cum 352.86 266800

of procurement of materials with all lead, lift , spreading , watering , compacting, contractor`s

own machineries , equipment labour including all taxes , royalities octroi and necessary

enviornment clearence from Centre/State authorities (if any) etc Complete and dressing all

slopes and top surfaces to required level as per Technical Specifications. Note : Source of soil

to be approved by Engineer Incharge.

GMRC October 2026 Page 11 of

GMRC/CONS/DEPOT-1/2026 BOQ

1.4(a) 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.

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.

i) Girth upto 30cm Nos 7769.6 15

ii) Girth more than 30cm but upto 50cm Nos 8957.89 10

iii) Girth more than 50cm but upto 75cm Nos 10054.78 10

iv) Girth more than 75cm but upto 1.25m Nos 11151.66 5

v) Girth more than 1.25m but upto 2.4m Nos 13436.84 5

vi) Girth More than 2.4m Nos 16727.49 5

1.4(b) Extra over item no 1.4 (a) (above) for lead more than 1.5 km and upto 5 km for all girth for Per km 457.04 25

transportation (per km)

1.5 Conducting Plate Load Tests at 2.0 mtre to 3.0 mtre depth (Foundation level) from NGL . Test Each 30968.71 5

should continued till 25 mm settlement in normal circumstances and 50 mm in special cases

such as dense gravel, gravel and sand mixture is obtained or failure of the soil whichever as

per IS: 1888 or refusal whichever is earlier

1.6 Uprooting stumps of tree and disposal upto 1.5 km distance

a Girth more than 30cm but upto 60cm Each 914.0706 25

b Girth more than 60cm but upto 120cm Each 1096.885 25

c Girth more than 120cm but upto 240cm Each 1371.106 25

d Beyond 240 cm Each 1645.327 25

TOTAL OF SUB SECTION-1: EARTH WORKS

2 SUB SECTION-2: PRECAST REINFORCED CONCRETE

GMRC October 2026 Page 12 of

GMRC/CONS/DEPOT-1/2026 BOQ

2.1 Providing, casting and fixing precast design mix M30 grade RCC in standard GMRCL RCC Cum 9577.58 913.32

boundary wall panels of required size and thickness of 150mm (or/ and as per design) with

shutter finish on one side and exposed (without shutter) finish on other side including cost of

required doses of admixture, centring and shuttering including form work, shuttering &

moulds, laying, compacting by vibration, transportation of pre-cast reinforced cement

concrete wall panels, hoisting and fixing them in position to correct lines and levels and

installed in all stages with necessary scaffolding and putting GMRCL logo on every 4th panel

etc. 40% Payment shall be released on completion of casting and curing to the satisfaction of

the engineer and remaining 60% payment shall be released on the completion of this work

upto the satisfaction of the engineer and as per Technical Specifications. Note: Payment for the

reinforcement of steel will be made separately.(Minimum cement content shall be 340 kg/cum

of concrete). This Item included all temporary support, holding or arrangements of precast

panels and stitching activities including stitching concrete.

2.2 Providing M40 grade reinforced cement concrete (as per techinical specification) for Cum 9497.19 150

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

side of viaduct/ramp, 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).Minimum cement content shall be 390 kg/cum of concrete

2.3 Transportation, erection and installation of precast parapets over already erected MT 1371.11 375

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

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

same grade including cast in situ stitch concrete of same grade. The weight shall be calculated

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

contractor and shall not be paid separately

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2.4 Providing,hoisting and fixing of Precast Reinforced Cement Concrete M30 Grade in tie beams, Cum 8569.41 1410.4

gutter, window, sills/lintels steps of staircase, lintels and mullion clumn, Trenches of all types,

Drain, cable trough, sump and manholes i/c covers complete cast to profile and the thickness

as per approved GFC wherever required as directed by the engineer.The rate includes cost of

all labour, materials and equipment and performing all operations required for manufacture

and transportation of pre-cast reinforced cement concrete items, hoisting and fixing them in

position to correct lines and levels, pointing and finishing, cutting, bending, providing and

fixing of lifting hooks, etc, complete. Note: Payment for the reinforcement of steel will be made

separately.(Minimum cement content shall be 340 kg/cum of concrete)

TOTAL OF SUB SECTION-2: PRECAST REINFORCED CONCRETE

3 SUB SECTION-3: CEMENT CONCRETE WORKS (PLAIN & REINFORCED)

3.1 Providing M-15 grade concrete (as per specification) for PCC below pile cap, open Cum 4864.68 6110.82

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

foundation, ramp foundationsslabs plinth and tie beams, under floors, basements, under base

slabs of water tanks, bases of platforms, in windows Sills, in filling, holding down bolts, steel

columns bases, in fills or any other works. Rate shall include cost of using required dosage

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

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

confirming to sulphate concentration criteria as per Sl.No. (i) & (ii) of Table 4 of IS 456 and for

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

(iv) of Table 4 of IS 456, for open foundations, pile caps, pedestals, plinth beams,

foundation tie beams, and other similar works including excavation through existing

concrete/ water bound macadam road / bituminous road / concrete road /soil/morrum/ hard

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

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

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

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

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

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

loading, unloading and disposal of surplus excavated material along with pile heads using

covered trucks to contractor's dumping yard, / disposal of surplus excavated material at with

all leads and lifts and as directed by the Engineer-in-charge or anyother dumping ground as

directed by Engineer within 40 Km of the alignment. The contractor should ensure that during

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

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

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

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

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

released after restoration works on pile caps). Rate includes restoration of road work over the

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

3.2.1 94% on pile Cap casting, 3% on disposal exavted material, 3% on restoration work Cum 6506.35 8500

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3.3 Providing and laying M 35 grade reinforced cement concrete (as per specification) for

Required to complete the work at all levels including shuttering scaffolding and all

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

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

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

steel props. Form work to be designed in a such way that traffic on road is allowed during the

work at all times. Rate includes cost of providing grooves if required (the ribs/grooves

in pier shutter if required, shall be as per drawing) and sleeves with different diameters.

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

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

specification & as per specifications includes loading, unloading and all complete as per

approved drawings and specifications. The rates shall be inclusive of placing "Y' Shaped angle

iron at top of columns / wall for fencing, however cost of 'Y' Shaped angle iron shall be paid

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

3.3.1 In Trenches of all types, Drains of all types, Manholes of all types, Box Culverts, Catch Basins, Cum 9375.95 6000

Pull Pits, Gully & Grease Trap, Concrete Encasement of all types, Cover slabs, Protection slabs

and other similar works as shown Complete in all respects and as directed by Engineer in

Note: The rates quoted shall be inclusive of foundations, walls, slabs for structures mensioned

in item no 3.3.1 as per drawings and specifications

3.3.2 In Columns, Slabs, Beams (above ground level), Retaining Walls, Toe Walls, Parapet walls, Cum 9476.76 5500

Lintels, Hangers, Posts, Shells and Mullions of all shapes and sizes, Basement Walls, Canpoy,

Overhead tanks etc and other similar works as shown or as directed by Engineer in charge.

3.4 Extra Cost for concrete on item 3.2 and 3.3 above for using M40/20 concrete (cement as per Cum 63.07 860

technical specification) instead of M 35/20 concrete . (Minimum cement content shall be

kg/cum of concrete)

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3.5 Providing and laying M-40 grade reinforced cement concrete (as per specification) for Viaduct Cum 9577.58 1668.4

Ramp beams and deck slab including shuttering scaffolding and all related operations required

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

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

etc.for all heights using steel material for shuttering & steel props. Form work to be designed

in a such way that traffic on road is allowed during the work at all times. Rate includes cost of

providing grooves if required (the ribs/grooves in pier shutter if required, shall be as per

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

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

per specification & approval of Engineer in charge. Minimum cement content shall be

kg/cum of concrete. Rate incudes provision of sacrificial formwork of steel/concrete for

casting of slab

3.6 Providing and laying M-40 grade reinforced cement concrete (as per specification) for Cum 8752.23 218.44

Viaduct Ramp piers and Pier cap (standard pier, portal pier, & cantilever pier, Column from

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

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

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

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

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

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

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

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

obtaining required workability, curing compound as per specification & approval of

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

3.7 Providing M40 grade reinforced cement concrete (as per technical specification) for Dwarf Cum 11887.49 59.34

wall (for Expansion joint) and Stitch concrete for Parapet including centering, steel shuttering,

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

drawings. Rate includes provision of sacrificial formwork of steel/concrete. Reinforcement

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

required workability as per approval of Engineer-in-charge. (Minimum cement content shall

be 390 kg/cum of concrete)

TOTAL OF SUB SECTION-3: CEMENT CONCRETE WORKS (PLAIN & REINFORCED)

4 SUB SECTION-4: :REINFORCEMENT WORKS

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4.1 Providing TMT reinforcement steel of Fe-550D Grade conforming to IS1786 (latest) from Tonnes 73596.13 4100

approved list of supplier, cost of material, royalty, transportation, handling, storing,

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

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

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

involved towards stay current protection effects as per system approved by Engineer-

in- charge. The rate shall also include the cost of binding wire, labour, all material, tools and

plants, all leads, lift etc. as per drawings and technical specification as directed by Engineer-in-

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

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

(i.e. entry- exit structures. water tanks, escalator, lift pits, staircases pump house etc)

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

portal beams. However, mechanical couplers are to be used without extra cost.

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

required for handling the rebar cage shall be the responsibility of the contractor and shall not

be paid separately.

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

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

be cold forged with die.

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

laps, chair, spacers, bend deduction as per IS-SP 34 etc., as required and nothing extra is

payable on this account.

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

purpose of processing variation of quantities.

4.2 Supplying and providing welded Wire mesh fabrics per IS :1566 from approved supplier ( MT 118829.2 53.52

minimum yield strength of 480 Mpa) ,Straightning ,cutting ,tying and placing in floors of Depot

Sheds and/or any other locations as specified by Engineer-in-charge, as per drawings and

TOTAL OF SUB SECTION-4: :REINFORCEMENT WORKS

5 SUB SECTION-5: :MISCELLANEOUS WORKS

5.1 Supplying, pouring and packing non-shrink grout as per manufacturer's specifications Cum 50628.54 15.48

under base plates of columns,grouting of anchor bolts or any other location specified by The

Engineer etc complete as per approved drawings and specifications, including cost of packing

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5.2 Providing and fixing in position approved quality Closed cell Polyethylene foam joint filler Sqm 1303.46 716.38

boards (25 mm thick) at expansion joints of concrete structures, as per drawings and

instructions complete including fixing with adhesives etc to complete the work in all respect

as per instruction of engineer-incharge.

5.3 Providing and laying of Filter media 600mm thick as directed at the back of retaining walls as Cum 797.07 3096

per Technical Specifications

5.4 Providing and laying weep holes in retaining wall by using PVC pipes of 100mm diameter RM 134.37 1877

including proper grade and joining complete, as per Technical Specifications

5.5 Steel Work welded framed work including cutting, hoisting, fixing in position and applying a Tonnes 58338.73 7

priming coat of red lead paint for 'Y' Shaped angle iron and other structural members etc

complete, as per Technical Specifications

5.6 Providing , fabricating and erecting structural steel for hand/safety railing and other structural Tonnes 105118.1 17

members for viaduct ,Station , Foot over bridge, Staircase etc. 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).

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.

5.7 Omega seal joint RM 2129.78 92

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

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

5.8 Providing and laying approved quality silicon sealant with shore hardness of 22, with a Cucm 7.31 40000

movement accommodation of minimum + 50% of joint width, and having a minimum tensile

strength of 1.7 Mpa, suitable for expansion joints in floors and roofs of buildings.

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5.9 Providing and fixing MS bolt of 16mm dia 425 mm long length and threading upto 75mm Nos 85.92 4032

including using suitable fixing arrangment

5.10 Providing and laying cinder concrete in cement 1:15 (1 cement: 15 cinder of 12.5mm nominal Cum 2172.75 292.08

gauge) on terreced roof or sunken slabs, laid to slope compacting ,including cost of materials

labour, curing complete as per specifications

5.11 Supplying and fixing of GI Sheet of 16 Gauge for terrace expansion joint including cutting, Sqm 1425.04 100

screwing, placing in position etc complete

5.12 Painting two coats(excluding priming coat) over new steel and other metal surfaces with Sqm 63.07 766

enamel paint, brushing to give even shade including cleaning the surface of all dirt, dust and

other foreign matter etc. complete, as per Technical Specifications

5.13 Polysulphide sealant

5.13(a) Providing and applying polysulphide sealant in 25mm gap incl back up material in the form of RM 408.59 285

round shape Polyethylene foam at both faces of expansion joint in ramp portion.

5.13(b) Providing and Laying Polysulphide sealant for expansion joint upto 25mm width around the RM 408.59 3000

column using Backer rod etc. in form of round shape polyethylene foam including cleaning the

surface and making it ready to receive the filler material complete as per manufacturer’s

specification or equivalent and as directed by Engineer-in-charge

5.14 Providing and fixing in position PVC water stopper 225mm wide 8mm thick in UG tanks RM 477.14 700

including labour charges for handling and positioning etc. as per specification and directions

of engineer with all necessary fittings, anchors, laps and with all lead and lift.

5.15 Supply and Errection of Porta Cabin for Check Post at Depot No 457035.3 1

5.16 Providing and laying water proofing treatment in water tanks/sump pit/Overhead Water Tank Sqm 468.92 1250

with layers of epoxy treatment consisting all structures in depot in all levels.

(Note: Dry film thickness per coat, min., by brush /air / airless spray: (75-125) microns and

approved by Engineer Incharge)

(a) Applying Epoxy putty known as TECHOXY or equivalent Consisting of 1 part Techoxy and

2 parts of white cement

(b) Applying 3 coats of epoxy known as TECHOXY or equivalent

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5.17 Providing and laying of filter material underneath pitching in slopes complete as per drawings Cum 1181.89 100

and specifications.

5.18 Steel in Dowel Bar and Tie Rod including craddle, laps etc.complete required as per Drawings MT 39474.14 40

5.19 Providing and fixing G.I. concertina coil fencing with punched tape concertina coil 600 mm dia RMT 205.67 2500

10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto

3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with

horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain

horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per

direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm

thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight

43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

5.2 Providing chain link fencing 50mm size of 8guage (as per IS 2721) properly streched b/w Sqm 822.66 4000

rectangular poles (upto 3m height) and fixed with suitable bolts & nuts,the free ends shall be

welded to the pole and block pipe at top and bottom as required including cost of all

materials,labour,lead & lifts,cutting, bending wherever necessary,wastage and lapping etc

complete as per diection of the engineer in charge of work including 2 coats of approved

quality paint over one coat of shop paint

5.21 Providing and fixing MS block pipe of 38 mm dia,of heavy guage of 14 including removing the RMT 224.04 6500

bends,cutting the pipe and fixing the pipe in b/w the 2 vertical poles (MS rectangular poles)

and spot welding the chain link with MS block pipe including cost of all materials wastage in

cutting,and scaffolding wherever necessary with all lead and lift as directed by the engineer in

charge of work etc complete including 2 coats of approved quality paint over 1 coat of shop

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5.22 Providing and laying M 35 grade reinforced cement concrete (as per specification) for

Required to complete the work at all levels including shuttering scaffolding and all

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

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

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

steel props. Form work to be designed in a such way that traffic on road is allowed during the

work at all times. Rate includes cost of providing grooves if required (the ribs/grooves

in pier shutter if required, shall be as per drawing) and sleeves with different diameters.

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

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

specification & as per specifications includes loading, unloading and all complete as per

approved drawings and specifications.

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

5.22 - For Concrete Grade M35/20 for for OH Water Tank wall concrete (height upto 6m from Cum 9113.28 64.98

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

5.22 - For Concrete Grade M35/20 for for OH Water Tank wall concrete (height 6m-18m )(Minimum Cum 12339.95 58.62

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

5.22 - For Concrete Grade M35/20 for overhaed tank slab (Minimum cement content shall be 380 Cum 13482.54 23.73

2(a) kg/cum of concrete)

TOTAL OF SUB SECTION-5: MISCELLANEOUS WORKS

6 SUB SECTION-6: : PILING WORKS

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

construction (GFC) drawing and with M35 grade of concrete (as per specification) using OPC

cement confirming to sulphate concentration criteria as per Sl. No. (i) & (ii) of Table 4 of IS

and for high concetration sulphate content the type of cement shall be used as per Sl. No. (iii),

(iv) & (iv) of Table 4 of IS 456, including all operations such as installation and shifting of piling

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

shall be 380kg/cum. The cost includes the cost of empty boring wherever required.

(Measurement shall be from cut-off level to founding level). The stated length includes test

piles for initial load tests. The item includes disposal of earth, muck, slush released from piles,

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

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

obtaining required workability as per approval of Engineer in charge. Rate shall includes

provision of A class MS pipes of 50mm outer diameter as per technical specification, minimum

1.0mm thick (light) as per IS 1239M in all piles at the time of casting to be used for cross-

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

sealed at bottom. Rate includes filling of tubes after sonic test using standard cement non-

shrink mortar before casting of pile cap. The item includes drilling and socketing in rock at

required depth. Idling of rig due to any reason shall not be payable. Bore drilling shall be done

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

includes the cost of polymer to be used for stabilisation of bore.Note: 500mm dia/ 750 mm dia

/1000 mm dia multiple pile foundation will be implemented. The lengths of each pile diameter

is indicative only and may vary at Detailed Design stage.

6.1.1 500mm dia piles RM 4536.75 50

6.1.1 750mm dia piles RM 6553.08 27730

6.1.2 1000mm dia piles RM 9232.11 50

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

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

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

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

Cost of pile to be tested wil be paid in item 6.1. The test arrangements shall cater for additional

25% above test load)

6.2.1 750 mm dia pile (Test load of 640MT) No 453043.6 3

6.2.2 1000 mm dia pile (Test load of 1200MT) No. 809683.8 1

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

arrangements for measuring deflections and submitting reports as per specification and

tender drawing. This includes making of pile head ready for testing at the desired level,

supporting / reaction arrangement (include reaction piles/ soil/ rock anchors, if any) for

the kentledge load. (Cost of test pile will be paid in item 6.1)

6.3.1 750 mm dia pile (Test load of 50MT) NO 152805.2 3

6.3.2 1000 mm dia pile (Test load of 50MT) NO 152805.2 1

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

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

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

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

Cost of pile to be tested wil be paid in item 6.1. The test arrangements shall cater for additional

25% above test load)

6.4.1 750 mm dia pile (Test load of 380 MT) NO 352858.2 9

6.4.2 1000 mm dia pile (Test load of 600 MT) NO 514138.2 1

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

arrangements for measuring deflections and submitting reports as per specification and

tender drawing. This includes making of pile head ready for testing at the desired level,

supporting / reaction arrangement (include reaction piles/ soil/ rock anchors, if any) for

the kentledge load. (Cost of test pile will be paid in item 6.1 )

6.5.1 750 mm dia pile (Test load of 30MT) NO 174377.3 3

6.5.2 1000 mm dia pile (Test load of 30MT) NO 174377.3 1

6.6 Providing and fixing permanent MS liner (of required thickness or as directed by Engineer-in- Tonnes 94137.39 5

charge) for 500/750/1000 mm dia bored cast-in-situ piles wherever required as per approved

construction drawings and directions of Engineer-in-charge all complete and applying a

primer coat of approved steel primer. Measurement :- The liner shall be of MS plate, of required

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

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

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

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

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TOTAL OF SUB SECTION-6: : PILING WORKS

7 SUB SECTION-7 : PRE ENGINEERED BUILDINGS:

7.1 Designing, providing, fabricating, painting, transporting, erecting (using mechanised erection)

and securing in position structural steel work ,standing seam profiled roof sheeting having

provision for supporting Solar panel ,roof monitor, inspection platform for buildings and

workshops complete as per technical specifications, approved shop drawings and / or

Work under this item would generally cover

7.1 - (i) All structural steel work in the Buildings, including but not being limited to, columns,

stanchions, beams, rafters, purlins, runners for cladding, gantry girders, brackets, hangers/

suspenders, runner beams for under slung cranes, bracings, etc. Work to include all

intermediate stages of activities not defined herein, but otherwise implied for total completion

of work cost to include but not be limited to, all materials including wastage, all consumables,

fasteners of all types for both temporary and permanent stages of work, all temporary stays,

labour, temporary works including staging, scaffolding, tools, plant and equipment, and, costs

of all incidentals and necessary testing of material, workmanship etc including cost of painting

as per Technical specifications Measurement will be on plan areas along center lines of exterior

rows of columns for individual buildings -

(A) For item 7.1.1 to 7.1.5 -PEB payment shall be on overall plan area basis between

considering c/c of coulmn peripherial area as per technical specification.

(B) Item 7.1.6 PEB payment will be made as per overall plan area, extreme of roof edge.

(C) Payment for Item 7.1 shall be made as follows:

1. 55% on Supply and Delivery of Fabricated Material

2. 45% on Overall Completion and testing

7.1 - (ii) Designing, Providing, fabricating and erecting hot dipped galvanised "Rain Water Gutters''

using 3.15 mm thick mild sheets including all accessories, connections sleeves for connecting

rain water pipes to Gutters placed at roof along all valleys and edges of Buildings including site

seal welding at all joints to make water tight including painting as per specifications.

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7.1 - Supplying and fixing of standing seam profiled roof sheeting having provision for supporting

(iii) Solar panel with roof sheeting 450-480 cover width with rib height 74-76mm.(Basemetal

thickness 0.55 mm) HI Tensile Galvalume/Zincalume Steel or as aproved with hot dip metallic

coating of minimum 150 gm/sq.m zinc-aluminium alloy coating mass (55% Aluminimum, 43%

zinc and 1.5% silicon). Coating mass total on both sides AZ-150 or equivalent as per AS 1397-

1993. Minimum 550 Mpa yield strength with silicon modified polyester (SMP) coating,

(minimum silicon content 30% - 50% or super-polyester XRW quality paint coat of approved

colour. Coating shall be as per AS/NZS-2728-1997, Category-3. Total coating thickness of

microns, comprising of 20 microns exterior coat of SMP over super-polyester Fixing

arrangement - Specially designed roof clips shall be used to hold standing seam roof sheet to

the supporting structural member. The clip is designed to move freely in both directions to

take care of thermal expansion and contraction. Roof Sheet side laps shall be field seamed by

roof runner seaming machine which is self-propelled and portable electricallock-seaming

machine. The machine field forms the final 180 degrees of a 360 degree double-lock standing

seam, all side lap sealant shall be factory applied butyl rubber hot metal sealant. The panel end

lap shall be joined by mean of a two piece clamped connection or similar approved connection

consisting of a bottom reinforcing plate and top panel strap. Screw bolt type fastener shall be

used for fixing standing seam roof sheeting clip as per manufacturer’s specification with

approval of The Engineers.

The Contractor shall give a minimum 10 year guarantee to the client for sheets against

deterioration, disintegrationloss of lusture, variation in colour etc. and leakages across laps,

fasteners etc.All types of steel sheets shall be load tested to satisfy 1.10 times the design wind

loads and coating thickness to the satisfaction of the Engineer-in- charge. Fasteners shall also

be load tested. The Contractor is to submit design and shop drawing for sheet profile before

installation for approval of The Engineer.

7.1 - Design, Supply and Erection of Structural steel (conforming to IS:2062 Grade B0) work for

(iv) inspection platform using structural sections incl. anchor bolts fabricated /procured to the

required profile and shape as per approved GFC, hoisted, installed in position incl. all cutting,

welding (continuous welding wherever required and directed ) grinding, templates,with

adequate temporary supports, scaffolding, staging, etc. The rate includes all tests on material

and fabrication, sand blasting, primer and painting as per the technical specifications for

internal and external surfaces. Every precautions to be taken against rusting of sections.

(Payment shall be on overall plan area of finished work as per technical specification of the

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7.1 - (v) Plain, 0.55 mm TCT ,SMP coated Galvalume/superpolyster XRW zincalume steel of similar

material for ridge capping pieces at apex of skylights/hips including notching, turning down

of edge of capping between ribs etc. all complete

7.1 - Providing, supplying, erecting and fixing in position 3mm thk Polycarbonate sheets of

(vi) approved texture and colour for roof lighting. Sheets to be profiled to match metal sheets and

should include cost of laying sheets in all profile curvature and shape at all level as per GFC.

The rate includes jointing, sealing with Butyl adhesives and cover all costs of labour tools,

plant, staging and temporary works to complete the work in all respect as per approval of The

7.1.1 Inspection Bays including, side roof inspection platform with access (3 Nos) of cantilever and sqm 8468.6 3938

suspended from roof type (consisting of plates, rolled sections, chequered plates, tuubes etc),

portals, purlins, runners for cladding, gantry girders, Runway beams, roofing, gutters, stringer

support beam (for all lines) etc. (Support arrangement for EOT crane 1.5t - 2 nos.)

7.1.2 Heavy Cleaning Building / Interior Cleaning Building including ,side roof inspection platform sqm 10434.52 4200

with access (consisting of plates,rolled sections,chequered plates,tubes etc) portals, purlins,

runners for cladding,roofing, gutters etc.

7.1.3 Workshop Bays including side roof inspection platform with access (4 Nos) of cantilever sqm 9325.54 6623

(consisting of plates, rolled sections, chequered plates, tuubes etc), Portals, Purlins, runners

for cladding, Gantry Girder, Runway beams, roofing, gutters etc.(Suppport arrangement for

EOT crane 5t-2 nos and EOT crane 15t/2t - 1 nos at each bays)

7.1.4 Pit Wheel Lathe Building/ Auxillary workshop(ETU) including portals, purlins, runners for sqm 8569.41 1380

cladding ,Gantry Girders in Pit Wheel Lathe, roofing, gutters etc.(Suppport arrangement for

EOT crane 5t - 1 no.)

7.1.5 SBL /Blowdown Plant/ RRV Parking including columns, rafters/trusses, runners, ties, purlins sqm 4788.79 9500

,roofing, gutters etc as shown in drawings or as directed and approved

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7.1.6 Car Parking Shed and Scooter/Cycle stand including columns, rafters/trusses, runners, ties, sqm 2240.37 432

purlins ,roofing, gutters etc as shown in drawings or as directed and approved.

NOTE: Providing, fabricating and supplying Hot - Dip Galvanized Holding Down Bolts (As per

IS 1367) including all assemblies and accessories etc that are required to be embedded in

concrete work by other agencies are included in the rate quoted by the tenderer in item nos.

1.1 to 1.8. Bolts shall be of sufficient length to ensure that a minimum 40mm length of threaded

portion is embedded in concrete. Threaded portion to be left projecting outside the concrete

surface shall be as per requirement of supplier's design and approved drawings.The rate

includes cost of supply, testing/ inspection, fabrication, assembly and supply of bolts as per

GFC, costs of all washers, nuts, lock nuts and pins that may be required for securing the

structural member with the embedded bolts. Work of actual fastening of the structural

components with the embedded bolts shall have to be carried out by the supplier of the steel

structure. However the foundation bolts shall be installed in foundation by civil contractor for

construction of depot as per approved GFC and instruction of The Engineer.

7.2 Providing and fixing side wall cladding, gable end cladding of all profile ,level,shape and size

etc,.. all complete as per approved drawing with single skin Hi-rib Profiled sheeting 930-1020

mm cover width 28-30 mm crests @ 186 -333 mm c/c manufactured out of 0.55mm TCT

(Basemetal Thickness) Hi-tensile Galvalume /Zincalume steel. Sheets shall have wide pans

with 2-3 nos stiffeneing ribs for effective water shedding and special male/female ends with

full return legs on side laps for purlin supports and anti-capillary flute in side lap. Sheets shall

have hot-dipped metallic Zinc-Aluminum alloy coating (150 gms / sqm, Zinc 45%, Aluminum

55%). Coating mass total on both sides AZ-150 or equivalent as per AS 1397-1993. Minimum

550 Mpa yield strength with silicon modified polyester (SMP) coating, (minimum silicone

content 30%-50% or super-polyester XRW quality paint coat of approved colour. Coating shall

be as per AS/NZS-2728-1997, Category-3. Total coating thickness of 35 microns, comprising

of 20 microns exterior coat of SMP over super-polyester XRW on top surface and 5 micron

polyester reverse on back surface over 5 micron primer coats on both surfaces including side

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Fixing arrangement -The wall cladding Sheets shall be fixed using polymer coated hot dip Sqm 501.82 6456.88

galvanized hex head self drilling fasteners as per AS 3566 clause 3 on each crest of sheets for

connection with purlins/runners as per approval of The Engineer.Approved sealing tapes of

approved make shall be used on side laps and end laps of sheets and closers to be dipped

stitching fasteners @ 300 mm c/c on all sides and end laps etc. Measurement shall be based on

per unit of finished / laid surface area. Item to include curved sheets also whereever provided

at the last end of sheets.

The Contractor shall give a minimum 10 year guarantee to the employer for sheets against

deterioration, disintegrationloss of lusture, variation in colour leakages across laps and

fasteners etc. All types of steel sheets shall be tested to satisfy 1.10 times the design wind loads

and coating thickness to the satisfaction of the Engineer- in-charge. Fasteners shall also be load

tested. The Contractor is to submit design and shop drawing for approval on the sheet profile,

design and details before installation.

7.3 Supplying and fixing of Galvalume Louver to structural frame work as per drawing detail Sqm 1960.68 1028.09

including all necessary fixtures and structural framework complete as per direction of

Engineer in charge. Leaves will be made by 0.55mm TCT Hi tensile Galvalume sheet with both

side stiffening rib . Sheet shall have a hot dip metallic Zinc & Aluminium alloy coating .

Measurement will be on area basis along outermost edge of frame installed at site.

7.4 Design, Supply of Structural steel (conforming to IS:2062 Grade B) work using structural Tonne 112376.8 151.07

sections incl. anchor bolts fabricated /procured to the required profile and shape as called for,

hoisted, installed in position incl. all cutting, welding (continuous welding wherever required

and directed ) grinding & all operations, necessary templates, adequate temporary supports,

scaffolding, staging, etc. incl. all tests on material and fabrication as required. Item to include

the cost of sand blasting, primer and painting internal and external surfaces as per technical

specifications of the contract with anti corrosion treatments as per specification. ( Installation

of track,track plates & others fittings /fixtures pertains to track shall be done by track

Rail track supporting columns of approximate length of 1210mm of HE240 of Zindal Steel Pvt.

Ltd. or equivelent complete with base plate and capping plate, holding down bolts etc complete

in all respect including any modification or rectification if any to facilitate the Interface ( track

and system) contractors.

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7.5 Providing and fixing Turbovent of 600mm dia complete with FRP base to match roofing sheet, No 6839.08 64

variable angle elbow and flashing waterproofing as required at site and as per technical

specifications and drawings etc.

TOTAL OF SUB SECTION-7 : PRE ENGINEERED BUILDINGS WORKS

8.01 Providing, and fixing 150 mm dia rigid PVC Pipe of Class 10 (IS-3076 and 4985) under safety RMT 137.11 852

kerb all complete as per direction of the engineer.

8.02 Construction of Median and Island above road level with approved material brought from Cum 319.92 60

borrow pits, spread, sloped and compacted as per MORT&H "Specifications for Road & Bridge

Works" (5th Edition) Clause

8.03 Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Sqm 14.63 10000

Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using

mechanical means as per MORTH "Specifications for Road & Bridge Works" (5th Edition)

8.04 Vacuum dewatered concrete M30/20 for grade slabs using Polypropylene fibers at 1.0 kg of Cum 9140.71 1200

fibers per cum of Concrete in floors of Depot sheds as per drawings and technical specifications

TOTAL OF ROAD WORKS

Total for Schedule B1:Civil/Structural Works (NDSR Item)

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ITEM DESCRIPTION ITEM RATE (Rs) Quantity Amount

Schedule B2:Civil/Structural Works (DSR Item)

1 SUB SECTION-1: EARTH WORK

1.1 Supplying and filling in plinth with sand under floors, including Cum 1739.62 911

watering, ramming, consolidating and dressing complete.

1.2 Clearing jungle including uprooting of rank vegetation, Sqm 10.86130994 146872

grass,brush wood, tress and saplings of girth upto 30 cm

measured at a height of 1m above ground level and removal of

rubbish upto a distance of 50 m outside the periphery of the area

1.3 Cutting/Felling trees of the girth(measured at a height of 1m

above ground level), including cutting of trunks and branches,

removal and uprooting the stumps & roots and stacking of

serviceable material and disposal of unserviceable material.

a Beyond 30 cm girth upto and including 60 cm girth Each 339.4159357 35

b Beyond 60 cm girth upto and including 120cm girth Each 1509.722082 90

c Beyond 120 cm girth upto and including 240 cm girth Each 7002.829586 40

d Above 240 cm girth Each 14031.90734 25

1.4 Disposal of building rubbish / malba / similar unserviceable, Cum 124 50

dismantled or waste materials by mechanical means, including

loading, transporting, unloading to approved

municipal dumping ground or as approved by Engineer-in-

charge, beyond 50 m initial lead, for all leads including all lifts

TOTAL OF SUB SECTION-1: EARTH WORK

2 SUB SECTION-2: PILING WORKS

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2.1 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ No 836.32 630

Sonic Echo Test method in accordance with IS 14893 including

surface preparation of pile top by removing soil, mud, dust &

chipping lean concrete lumps etc. and use of computerised

equipment and high skill trained personal for conducting the test

& submission of results, all complete as per direction of

Engineer-in-charge.

Note :- The inclusion of the above item in the schedule of work Per test

shall be judiciously decided by the technical sanctioning

authority, keeping in view the quality control, type of soil strata

& importance of the project.

TOTAL OF SUB SECTION-2: PILING WORKS

3 SUB SECTION-3: MISCELLANEOUS WORKS

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

cutting, hoisting, fixing in position and applying a priming coatof

approved steel primer using structural steel etc.as required

3.1.1 In stringers, treads, landings etc. of stair cases,including use of MT 83432.96 33.96

chequered plates wherever required, all complete

3.1.2 In gratings, frames, guard bar, ladder, railings, brackets, gates MT 116707.49 47.56

and similar works

3.2 Structural Steel work in single section, fixed with or without MT 76661.84 5

connecting plate including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all

3.3 Structural steel work riveted, bolted or welded in built up MT 90649.4 5

sections, trusses and framed work including cutting, hoisting,

fixing in position and applying a priming coat of approved steel

primer all complete

3.4 Finishing with Epoxy paint (two or more coats) at all locations Sqm 169.26 11704

preparedand applied as per manufacturer’s specifications

including appropriatepriming coat, preparation of surface, etc.

complete. On all types of steel work

Note: Punched tape concertina coil 600 mm dia shall be of Hot

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3.6 Dry stone pitching 22.5 cm thick including supply of stones and Sqm 650.77 50

preparing surface complete.

3.7 Providing and fixing thermal insulation of ceiling (under deck Sqm 486.95 15840

insulation) with Resin Bonded Rockwool conforming to IS:

8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin

Polythene bags fixed to ceiling with metallic cleats (50x50x3

mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh,

for top most ceiling of building.

TOTAL OF SUB SECTION-3: MISCELLANEOUS WORKS

4 SUB SECTION-4: WATER PROOFING WORK

4.1 Providing and applying integral crystalline slurry of hydrophilic Sqm

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 :

part water) for horizontal surfaces and applying the same from

negative (internal) side with the help of synthetic fiber brush.

The material shall meet the requirements as specified in ACI-

212-3R-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 pecification and

the direction of the engineer-in-charge. The product

performance shall carry guarantee for 10 years against any

For vertical surface two coats @ 0.70 kg per sqm Sqm 414.54 1812

For horizontal surface one coat @1.10 kg per sqm. Sqm 414.54 1812

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4.2 Providing and laying water proofing treatment in sunken Sqm 1246.34 767

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 @ 0.488 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 cement @ 0.242 kg/sqm mixed with

water proofing cement compound @ 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.

TOTAL OF SUB SECTION-4: WATER PROOFING WORK

5 SUB SECTION-5: ROAD WORK

SUB-BASES & SHOULDERS

5.1 Construction of granular sub-base by providing close graded Cum 2220.65 22000

Material conforming to specifications, mixing in a mechanical

mix plant at OMC, carriage of mixed material by tippers to work

site, for all leads & lifts, spreading in uniform layers of specified

thickness with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired

density, complete as per specifications and directions of

Engineer-in-Charge. With material conforming to Grade-I (size

range 75 mm to 0.075 mm) having CBR Value-30

5.2 Providing, laying, spreading and compacting graded stone Cum 2353.28 6860.48

aggregate (size range 53mm to .075mm) to Wet mix macadam

(WMM) specification including premixing the material with

water at OMC in for all leads and lifts laying in uniform layers

with mechanical paver finisher in sub-base/base course on well

prepared surface and compacting with vibratory roller of 8 to

tonne capacity to achieve the desired density, complete as per

technical specifications and directions of Engineer in Charge

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BITUMINOUS WORKS

5.3 Providing and applying Tack coat using bitumen emulsion

conforming to IS: 8887, using emulsion pressure distributer

including preparing the surface & cleaning with mechanical

broom With medium setting bitumen emulsion

5.3.1 On W.B.M / W.M.M. @ 0.4kg/sqm Sqm 14.8 41994.08

5.3.2 On bituminous surface @ 0.25kg/sqm Sqm 9.82 25654.08

5.4 Providing and laying Dense Graded Bituminous Macadam using

crushed stone aggregates of specified grading, premixed with

bituminous binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equiped with

electronic sensor to the required grade, level and alignment and

rolling with smooth wheeled, vibratory and tandem rollers as

per specifications to achieve the desired compaction and

density, complete as per specificatons and directions of

Engineer-in-Charge.

5.4.1 50 to 100 mm average compacted thickness with bitumen of Cum 8966.01 2713.91

grade VG-30 @5% (percentage by weight of total mix) and

lime filler @ 2% (percentage by weight of Aggregate)

prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

5.5 Providing and laying Bituminous concrete using crushed stone

aggregatesof specified grading, premixed with bituminous

binder and filler, transportingthe hot mix to work site by tippers,

laying with paver finisher equiped withelectronic sensor to the

required grade, level and alignment and rolling with smooth

wheeled, vibratory and tandem rollers to achieve the

desiredcompaction and density as per specification, complete

and as per directionsof Engineer-in-Charge.

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5.5.1 40/50 mm compacted thickness with bitumen of grade VG- Cum 9750.74 1026.16

30 @5.5% (percentage by weight of total mix) and lime filler

@ 3% (percentage by weight of Aggregate)prepared in Batch

Type Hot Mix Plant of 100- 120 TPH capacity.

5.6 Providing and laying design mix cement concrete of M-30 grade,

in roads/ taxi tracks/ runways, using cement content as per

design mix, using coarse sand and graded stone aggregate of

mm nominal size in appropriate proportions as per approved &

specified design criteria, providing dowel bars with sleeve/ tie

bars wherever required, laying at site, spreading and

compacting mechanically by using needle and surface vibrators,

levelling to required slope/ camber, finishing with required

texture, including steel form work with sturdy M.S. channel

sections, curing, making provision for contraction/ expansion,

construction & longitudinal joints (10 mm wide x 50 mm deep)

by groove cutting machine, providing and filling joints with

approved joint filler and sealants, complete all as per direction

of Engineer-in-charge (Item of joint fillers, sealants, dowel bars

with sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum.

Excess/ less cement used as per design mix is payable/

recoverable separately.

5.6.1 Cement concrete manufactured in automatic batching plant Cum 8155.03 798

(RMC plant) i/c transportation to site in transit mixer.

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5.7 Construction of dry lean cement concrete sub base over a Cum 3458.42 399

prepared sub-grade with coarse and fine aggregate conforming

to IS:383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per specifications, cement content not to

be less than 150 Kg/cum, optimum moisture content to be

determined during trial length construction, concrete strength

not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid with a mechanical

paver, compacting with 8-10 tonne vibratory roller, finishing

and curing etc. complete as per direction of

Engineer in- charge.

TOTAL OF SUB SECTION-5: ROAD WORKS

Total for Schedule B2:Civil/Structural Works (DSR Item)

ITEM DESCRIPTION ITEM UNIT RATE (Rs) Quantity Amount

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Schedule C1: SUB SECTION-1 : BRICK WORKS (DSR Item)

1 SUB SECTION-1 : BRICK WORKS

1.1 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class Sqm 764.24 100

designation 7.5 in superstructure above plinth level upto floor V level. Cement

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

1.2 Brick work with common burnt clayF.P.S. (non modular) bricks of class Cum 5444.1 100

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

shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)

1.3 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every Sqm 65.84 100

third course of half brick masonry.

1.4 Providing and laying autoclaved aerated cement blocks masonry with 100 mm Cum 6553.08 3667

thick AAC blocks strength not less than 4N/mm2(as per IS :6041) in super

structure above plinth level up to floor V level in cement mortar 1:4 (1 cement :

4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm

dia M.S. bars at every third course of masonry work.

TOTAL OF SUB SECTION-1 : BRICK WORKS

2 SUB SECTION-2 : STONE WORK

2.1 Providing and fixing 18 mm thick gang saw cut, mirror polished granite,

premoulded and prepolished, machine cut for kitchen platforms, vanity

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

shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), 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 (Granite of any colour

and shade as approved by Engineer)For

area of slab over 0.50 sqm. Sqm 3287.83 325.59

area of slab Upto 0.50 sqm. Sqm 3287.83 50

2.2 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., meter 349.08 714.97

including machine polishing to edge to give high gloss finish etc. complete as per

design approved by Engineer-in-Charge.

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2.3 Extra for fixing marble / granite stone, over and above corresponding basic item, meter 355.87 294.9

in facia and drops of width upto 150 mm with epoxy resin based adhesive,

including cleaning etc. complete.

2.4 Extra for providing opening of required size & shape for wash basin/ kitchen Each 602.56 9

sink in kitchen platform, vanity counter 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.

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

1350x600 mm deep and 18 mm 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.

2.5.1 Granite stone of approved shade Sqm 2638.6 19

TOTAL OF SUB SECTION-2 : STONE WORK

3 SUB SECTION-3 : METAL WORK

3 Providing and fixing aluminium work for doors, 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 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, all complete as per architectural drawings and the directions of

Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for

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3-(a) Polyester powder coated aluminium (minimum thickness of polyester powder Kg 380.87 390.77

coating 50 micron)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part

I) decorative type, core of block board construction with frame of 1st class hard

wood and well matched teak 3 ply veneering with vertical grains or cross bands

and face veneers on both faces of shutters.

3-(b) including 35 mm thick including ISI marked Stainless Steel butt hinges with Sqm 2572.01 348.73

necessary screws

3-(c) Extra for providing lipping with 2nd class teak wood battens 25 mm minimum Sqm 334.53 348.73

depth on all edges of flush door shutters (over all area of door shutter to be

3.1 Providing and fixing aluminium work for doors, 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 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, all complete as per architectural drawings and the directions of

Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for

3.1-(a) For fixed portion Polyester powder coated aluminium (minimum thickness of Kg 380.87 390.77

polyester powder coating 50 micron):

3.1-(b) For shutters of doors, windows & ventilators including providing and fixing Kg 455.05 1827.73

hinges/pivots and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket required (fittings shall be

paid for separtely) Polyester powder coated aluminium (minimum thickness of

polyester powder coating 50 micron)

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3.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour or shade with necessary screws etc. complete

3.3 Providing and fixing chromium plated brass 100 mm mortice latch and lock with Each 661.73 164

6 levers and a pair of lever handles of approved quality with necessary screws

3.4 Providing and fixing aluminium round shape handle of outer dia 100 mm with Each 68.34 200

SS screws etc. complete as per direction of Engineer-in-Charge. Powder coated

minimum thickness 50 micron aluminium.

3.5 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows Each 210.02 522

stays of approved quality with necessary stainless steel screws etc. to the side

hung windows as per direction of Engineer-in-Charge complete. Size 205 mm X

3.6 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 Sqm 5058.01 272.05

minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per

laboratory approved by Engineer-in-charge, with suitable mounting on door

frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail

200 mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/

m2) duly filled FR insulation material and fixing with necessary stainless steel

ball bearing hinges of approved make, including applying a coat of approved fire

resistant primer etc. all

complete as per direction of Engineer-incharge . (panneling to be paid for

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3.6 (a) Providing and fixing glazing in fire resistant door shutters, fixed panels & Sqm 29988.02 4

etc., with G.I. beading made out of 1.6 mm thick G.I.sheet (zinc coating not less

than 120 gm/m2) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at

distance 75 mm from the edges and 150 mm c/c , including applying a coat of

fire resistant primer/powder coating of not less than 30 micron on G.I. beading,

& special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC

2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with

glass of required

thickness having 60 minutes of fire resistance both integrity & radiation control

(EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have

to give test report/certification of fire glass and the glass should have the stamp

showing the value of E, EW & EI. The glass shall be tested in approved NABL

accredited lab or by any other accreditation body which operates in accordance

with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and

calibration scopes shall be eligible. The maximum glazing size shall not be more

than 1100x2200 mm (w x h) or 2.42 sqm.

3.7 Providing and fixing aluminium extruded section body tubular type universal Each 698.4 317

hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the

body, door weight upto 36 kg to 80 kg and door width from 701 mm to

mm), with double speed adjustment with necessary accessories and screws etc.

3.8 Providing and fixing panic bar / latch (Double point) fitted with a single body, Each 5853.09 94

Trim Latch & Lock on back side of the Panic Latch of reputed brand and

manufacture to be approved by the Engineer- in- charge, all complete.

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3.9 Providing and fixing 12 mm thick frameless toughened glass door shutter of Sqm 3648.7 12.3

approved brand and manufacture, including providing and fixing top & bottom

pivot & double action hydraulic floor spring type fixing arrangement and

necessary holes etc. for fixing required door fittings, all complete as per

direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid

3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and Sqm 1063.44 931.38

partitions etc with EPDM rubber/neoprene gasket etc complete as per the

archtectural drawings and the directions of engineer-in-charge (Cost of

aluminium snap beading shall be paid in basic item): With float glass panes of

mm thickness (weight not less than 12.50 kg/ sqm)

3.11 Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, Each 173.35 482

anodised (anodic coating not less than grade AC 10 as per IS :1868), transparent

or dyed to required colour or shade, with necessary screws etc. complete.

3.12 Providing and fixing bright finished brass hanging type floor door stopper with Each 87.51 528

necessary screws, etc. complete.

3.13 Providing and fixing hand rail of approved size by welding etc. to steel ladder

railing, balcony railing, staircase railing and similar works, including applying

priming coat of approved steel primer.

3.14 Providing and fixing fire resistant door frame of section 143 x 57 mm having meter 1185.12 70

built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than

gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting

60 minutes fire rated door shutters. The frame is fitted with intumuscent fire

seal strip of size 10x4 mm (minimum) around the frame and fixing with dash

fastener of approved size and make, including applying a coat of approved brand

fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash

fastener to be paid for separately).

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TOTAL OF SUB SECTION-3 : METAL WORK

4 SUB SECTION-4 : STEEL WORKS

4.1 Supplying and fixing rolling shutters of approved make, made of required size Sqm 2300.23 615.07

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, precoated with protective paints, 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. 80x1.20 mm M.S. laths

with 1.20 mm thick top cover.

4.3 Extra for providing mechanical device chain and crank operation for operating Sqm 548.39 615.07

rolling shutters . Exceeding 16.80 sqm in area

4.4 Providing and Fixing Ball bearing for rolling shutters Each 344.2 86

4.5 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 necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required size, on the

top of the floor or the side of waist slab with suitable arrangement as per

of Engineer-in-charge, (for payment purpose only weight of stainless steel

members shall be considered excluding fixing accessories such as nuts, bolts,

fasteners etc.).

a) Straight : Kg 471.71 3373.36

b) Curved /Spiral Kg 471.71 178.91

TOTAL OF SUB SECTION-4 : STEEL WORKS

5 SUB SECTION-5 : FLOORING WORKS

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5.1 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : Sqm 845.09 487.12

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

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

Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed

of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement

slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment

of matching shade complete.

5.2 Providing and fixing removable raised/false access flooring with system and its

components of approved make for different plenum height 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

100mmx100mmx3mm 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.

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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-charge.

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 non combustible Portland

cementitious core mixed with lightweight foaming compound. The access floor

shall be factory finished with Antistatic 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.

a) 450 mm Finished Floor Height (FFH): Sqm 4400.44 332.86

b) 300 mm Finished Floor Height (FFH) Sqm 4245.51 126

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5.3 52 mm thick cement concrete flooring with concrete hardener topping, under Sqm 645.9 4370.89

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 consiting 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. complete

5.4 Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement: Sqm 427.54 293

3 coarse sand), finished with a floating coat of neat cement. 18 mm thick

5.7 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness Sqm 760.08 512.76

to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of

approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on

20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey

cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and

matching pigment etc., complete.

5.8 Providing and laying factory made chamfered edge Cement Concrete paver Sqm 781.75 5088.49

in footpath, parks, lawns, drive ways or light traffic parking etc, of required

strength, thickness & size/ shape, made by table vibratory method using PU

mould, laid in required colour & pattern over 50mm thick compacted bed of

sand, compacting and proper embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory compaction by using plate

vibrator, filling the joints with sand and cutting of paver blocks as per required

size and pattern, finishing and sweeping extra sand. complete all as per direction

of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with

approved color design and pattern.

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5.9 Providing and fixing 10 mm thick 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.

a) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 coarse Sqm 1226.79 323.68

b) In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 coarse Sqm 1318.47 13.36

5.10 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed Sqm 1256.79 2645.91

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) : 25 mm thick

5.11 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on Sqm 1485.15 229.96

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.

5.12 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a Sqm 1184.49 100

5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap

in between and reinforced with rabbit wire mesh fixed to wooden frame (frame

work to be paid separately):

TOTAL OF SUB SECTION-5 : FLOORING WORKS

6 SUB SECTION-6 : FINISHING WORKS

6.1(a) 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 Sqm 252.53 16604.16

(1 cement : 4 fine sand)

6.1(b) Extra for providing and mixing water proofing material in cement plaster work per bag of 49.17 2047.23

in proportion recommended by the manufacturers. 50kg

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6.2 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) Sqm 219.19 23287.83

6.3 6 mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) Sqm 186.69 9986.02

6.4 Wall painting with acrylic emulsion paint of approved brand and manufacture Sqm 105.84 32518.49

to give an even shade: Two or more coats on new work

6.5 Painting with synthetic enamel paint of approved brand and manufacture of Sqm 145.01 5218

required colour to give an even shade: Two or more coats on new work over an

under coat of suitable shade with ordinary paint of approved brand and

6.6(a) Finishing walls with textured exterior paint of required shade: New work (Two Sqm 190.02 14177

or more coat applied @ 3.28 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

6.6(b) Finishing walls with Acrylic Smooth exterior paint of required shade, new work Sqm 139.06 12000

(Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat

of exterior primer applied @ 2.20 kg/10 sqm)

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6.7 Designing, fabricating, testing, protection, installing and fixing in position semi

(grid) unitized system of structural glazing (with open joints) for linear as well

as curvilinear portions of the building for all heights and all levels, including: a)

Structural analysis & design and preparation of shop drawings for the specified

design loads conforming to IS 875 part III (the system must passed the proof

test at 1.5 times design wind pressure without any failure), including functional

design of the aluminum sections for fixing glazing panels of various

thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws,

toggles, nuts, bolts, clamps etc., structural and weather silicone sealants,

flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets

for water tightness, pressure equalisation & drainage and protection against fire

hazard including:b) Fabricating and supplying serrated M.S. hot dip galvanised

/ Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles

etc. to accommodate 3 Dimentional movement for achieving perfectverticality

and fixing structural glazing system rigidly to the RCC/ masonry/structural steel

framework of building structure using stainless steel anchor fasteners/ bolts,

nylon seperator to prevent bimetallic contacts with nuts and washers etc. of

stainless steel grade 316, of the required capacity and in required numbers.

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c) Providing and filling, two part pump filled, structural silicone sealant and one

part weather silicone sealant compatible with the structural silicone sealant of

required bite size in a clean and controlled factory / work shop environment

,including double sided spacer tape, setting blocks and backer rod, all of

approved grade, brand and manufacture, as per the approved sealant design,

within and all around the perimeter for holding glass.d) Providing and fixing in

position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and

profiles, as required as per the site conditions, to seal the gap between the

building structure and all its interfaces with curtain glazing to make it

watertight. e) Making provision for drainage of moisture/ water that enters the

curtain glazing system to make it watertight, by incorporating principles of

pressure equalization, providing suitable gutter profiles at bottom (if required),

making necessary holes of required sizes and of required numbers etc.

complete. This item includes cost of all inputs of designing, labour for fabricating

and installation of aluminium grid, installation of glazed units, T&P, scaffolding

and other incidental charges including wastages etc., enabling temporary

structures and services, cranes or cradles etc. as described above and as

specified. The item includes the cost of getting all the structural and functional

design including shop drawings checked by a structural designer, dully

approved by Engineer-in-charge.The item also includes 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 structural glazing as

specified, cleaning and protection till the handing over of the building for

occupation. In the end, the Contractor shall provide a water tight structural

glazing having all the performance characteristics etc. all complete as required,

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.

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Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, Sqm 2593.05 250

extruded aluminium section capping for fixing in the grooves of the curtain

glazing and vermin proof stainless steel wire mesh shall be paid for separately

under relevant items under this sub-head. However, for the purpose of payment,

only the actual area of structural glazing (including width of grooves ) on the

external face shall be measured in sqm. up to two decimal places. Note:-2. The

following performance test are to be conducted on structural glazing system if

area of structural glazing exceeds 2500 Sqm from the certified laboratories

accreditated by NABL(National Accreditation Board for Testing and Calibration

Department of Science & Technologies, India. Cost of testing is payable

separately. The NIT approving authority will decide the necessity of testing on

the basis of cost of the work, cost of the test and importance of the

work.Performance Testing of Structural glazing system. Tests to be conducted

in the NBL Certified laboratories, 1. Performance Laboratory Test for Air

Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04

testing method for a range of testing limit 1 to 200 mVhr”,2. Static Water

Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a

range up to 2000 ml.”,3. Dynamic Water Penetration (50pa to 1500pa) as per

AAMA 501.01-05 testing method for a range upto 2000 ml”,4. Structural

Performance Deflection and deformation by static air pressure test (1.5 times

desing wind pressure without any failure) as per ASTME-330-10 testing method

for a range upto 50 mm”,5. Seismic Movement Test (upto 30 mm) as per AAMA

501.4-09 testing method for Qualitative test”Tests to be conducted on site,

Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)

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6.8 Providing and supplying aluminium extruded tubular and other aluminium Kg 308.74 2000

sections as per the architectural drawings and approved shop drawings , the

aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super

durable powder coating of 60-80 microns conforming to AAMA 2604 of required

colour and shade as approved by the Engineer-in-Charge. ( The item includes

cost of material such as cleats, sleeves, screws etc. necessary for fabrication of

extruded aluminium frame work. Nothing extra shall be paid on this account).

The weight of aluminium extruded section shall be taken for purpose of

6.9 Providing, assembling and supplying vision glass panels (IGUs) comprising of Sqm 2666.94 12

hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel

units of size and shape as required and specified, comprising of an outer heat

strengthened float glass 6mm thick, of approved colour and shade with

reflective soft coating on surface # 2 of approved colour and shade, an inner

Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide,

dessicants, including primary seal and secondary seal (structural silicone

sealant) etc. all complete for the required performances, as per the Architectural

drawings, as per the approved shop drawings, as specified and as directed by

the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop

of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is

included in cost of item No.25.2).

For payment, only the actual area of glass on face # 1 of the glass panels

(excluding the areas of the grooves and weather silicone sealant) provided and

fixed in position, shall be measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating

on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved

make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light

reflection internal 10 to 15%, light reflection external 10 to 20 %, shading

coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The

properties of performance glass shall be decided by technical sanctioning

authority as per the site requirement.

6.1 Providing and applying plaster of paris putty of 2 mm thickness over plastered Sqm 161.68 47286

surface to prepare the surface even and smooth complete.

TOTAL OF SUB SECTION-6 : FINISHING WORKS

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7 SUB SECTION-7 : ROOFING WORKS

7.1 Making khurras 45x45 cm with average minimum thickness of 5 cm cement Each 200.02 69

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm

cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,

rounding the edges and making and finishing the outlet complete.

7.2 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm

in true horizontal level, suspended on interlocking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive)

consisting of main "T" runner with suitably spaced joints to get required length

and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at

1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm

thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm

center to center to form a grid of 1200x600 mm and secondary cross "T" of

length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to

be interlocked at middle of the 1200x600 mm panel to form grids of 600x600

mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of

approved texture in the grid including, required cutting/making, opening for

services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x

x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm

GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm

spaced at 1200 mm center to center along main T, bottom exposed width of

mm of all T-sections shall be pre-painted with polyester paint, all complete for

all heights as per specifications, drawings and as directed by Engineer-in-

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7.2.1 8 mm thick fully perforated calcium silicate board made with Calcareous & Sqm 1443.48 3741

Siliceous materials reinforced with cellulose fiber manufactured through

autoclaving process to give stable crystalline structure with minimum

compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size

595x595 mm, having perforation of dia. 10 mm with minimum perforated area

18 % with non woven tissue on the back side, having an NRC ( Noise Reduction

Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing.

TOTAL OF SUB SECTION-7 : ROOFING WORKS

8 SUB SECTION-8 : MISCELLANEOUS WORKS

8.1 Providing and laying Damp-proof course 40 mm thick with cement concrete Cum 285.03 1500

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal

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

fixing in position and applying a priming coat of approved steel primer using

structural steel etc. as required.

8.2.1 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Cum 107.51 6518

8.3 Providing and fixing G.I. chain link fabric fencing of required width in mesh size Cum 745.91 2500

25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia

wire or nuts, bolts and washers as required complete as per the direction of

Engineer-in-charge.

TOTAL OF SUB SECTION-8 : MISCELLANEOUS WORKS

9 SUB SECTION-9 : HORTICULTURE WORKS

9.1 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking Cum 56.67 6649.32

of serviceable materials and then disposing of surplus soil, by spreading and

neately levelling within a lead of 50 m and making up the trenched area to

proper levels by filling with earth or earth mixed with sludge or manure before

and after flooding trench with water (Excluding cost of imported earth, sludge

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9.2 Supplying and stacking of good earth at site including royalty and carriage up to Cum 385.04 5588.7

1 km (earth measured in stacks will be reduced by 20% for payment).

9.3 Supplying and stacking of well decayed cowdung manure at site including Cum 189.19 5588.7

royalty and carriage upto 1 km (Cow dung manure measured in stacks will be

reduced by 8% for payment).

9.4 Rough dressing the trenched ground including breaking clods. Sqm 0.83 6674.37

9.5 Mixing earth and sludge or manure in proportion specified or directed by the Cum 26.67 3676.58

office- in-charge

9.6 Spreading of sludge, dump manure or/and good earth in required thickness as Cum 37.5 919.1

per direction of Officer - in- charge (cost of sludge, dump manure or/and good

earth to be paid separately) and neatly levelling it.

9.7 Grassing with selection No. 1 grass including watering and maintenance of the Sqm 12.5 13875.76

lawn for 30 days or more till the grass forms a thick lawn, free from weeds and

fit for mowing including supplying good earth, if needed (the grass and good

earth shall be paid for separately)., In rows 5 cm apart in both directions.

9.8 Grassing with selection No. 1 grass including watering and maintenance of the Sqm 10 11207.46

lawn for 30 days or more till the grass forms a thick lawn, free from weeds and

fit for mowing including supplying good earth, if needed (the grass and good

earth shall be paid for separately)., with grass turf.

9.9 Renovating lawns including weeding, cheeling the grass, forking the ground, top Sqm 25 11167.06

dressing with sludge or manure, mixing the same with forked soil, watering and

maintaning the lawn for 30 days or more till the grass forms a thick lawn free

from weeds and fit for mowing and disposal of rubbish as directed, including

supplying good earth if needed but excluding the cost of sludge or manure (the

good earth shall be paid separately)

TOTAL OF SUB SECTION-9 : HORTICULTURE WORKS

10 SUB SECTION-10 : Any Other Works Under DSR

Total for Schedule C1:(NDSR Item)

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TEM DESCRIPTION ITEM RATE (Rs) Quantity Amount

Schedule C2: HORTICULTURE WORKS (NDSR Item)

1 SUB SECTION-1 : METAL WORKS

1.1 Design, supplying and installing fixed type Z-Shaped louvered panels using louver Sqm 10054.78 100

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 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 be. The shade of the coating system shall be approved by the

1.2 Providing and fixing aluminium work for windows, ventilators with extruded built Kg 530.16 1774.74

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

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, all complete as per architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for

separately) : Polyester powder coated aluminium (minimum thickness of polyester

powder coating 50 micron)

For louvers including fixing as per Architectural drawing.

1.3 Providing 250 x 150 mm panels with 6 mm thick 2 hour fire rated heat resistant glass Each 352.86 87.4

of boro sylicate float glass (Pi ran or approved equivalent) with 5mm ceramic fibre

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1.4 SITC of electric motor single phase.230 V 50Hz. 600 kg set load lifting force for Nos 68555.3 2

operating rolling shutter

1.5 SITC of electric motor single phase.230 V 50Hz. 1000 kg set load lifting force for Nos 82266.36 12

operating rolling shutter

TOTAL OF SUB SECTION-1 : METAL WORKS

2 SUB-SECTION -2: FLOORING WORKS

2.1 Providing and laying in position matt finished vitrified floor tiles of size approved Sqm 1203.83 770

size, , approved make, colour, shade laid over cement mortar of mix 1:4 and thickness

up to 20mm laid to the pattern as per approved drawing including cost of material,

labour, lead, lift, etc., complete as per specification and as directed by the Engineer-

2.2 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.

2.2.1 Using 10mm thick matt finished vitrified tiles Sqm 1433.26 6182.48

2.3 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 ) for treads including the under layer of

20mm thick cement mortar of 1: 4 (1 cement : 4 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 ASTM C-1028.

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2.3.1 25mm thick machine cut mirror pre-polished honed dark coloured granite stone. Sqm 3822.64 246.05

2.4 Providing and fixing polished machine cut honed granite stone slabs in risers of

steps, in pieces upto 1.5 m length each, including 15mm thick cement mortar in 1 :

(1 cement : 3 coarse sand) backing coat, fixing in white cement slurry paste with

matching pigment for joints, joints to match with the line of floor joints, edge

polishing, mirror polishing, cleaning, curing etc., complete as per drawing and as

directed by the Engineer.

2.4.1 20mm thick machine cut mirror pre-polished honed dark coloured granite Sqm 2729.41 71

stone.20mm thick machine cut mirror pre-polished honed dark coloured granite

2.5 Providing and laying in position matt finished vitrified skirting of size 600mm x Sqm 1267.82 28

300mm, , approved make, colour, shade laid over cement mortar of mix 1:3 and

thickness up to 20mm laid to the pattern as per approved drawing including cost of

material, labour, lead, lift, etc., complete as per specification and as directed by the

Engineer-In-Charge.

2.6 Providing and Laying Foam Concrete for raised flooring as/of density 1200kg/cum Cum 3991.75 284

2.7 Providing and Laying 25mm thick prepolished granite slab of any colour size up to Sqm 3024.66 857

and including 1200x600mm on floor using 5mm thick approved thick bed adhisive

as per specification over prepared base on 20mm (average) thick base of cement

mortar in 1:4 ( 1 cement : 2 sand and 10mm single sized aggregate) usign 43 grade

cement water reducing admixture as per ISO 9103:1999 and jointing with white

cement with matching colour pigment all complete in levelling course laid to proper

slope over screed base including base preparation including movement joint in

screed as per specification with 10mm thick compressible filler to edge of screed

with two parts polysulphide sealent to top edge as per approved drawing and

directions of engineer-in-charge. screed shall be measured and paid extra as per DSR

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2.8 Providing and Laying 30mm thick mirror polished sadarhalli grey/cheema Sqm 4596.86 165

pink/jhalore belge or equivelent granite stone of upto and including size of

1200mmx600mm of approved colour pattern with 4mm groove all around at all

levels for wall lining/columns/skirting (veener work) by mechanical arrangement

with SS cramps/ brackets anchor bolts 6mm vertical SS pins of approved make and

inserts as per drawings and specifications. Cost of making necessary grooves all

around stone places, chamfering of corner edge and polishing are included.as

approved by engineer incharge.

2.8.1 Extra for Red/raw, silk/tan, brown/jet black granite Sqm 658.13 165

2.9 Providing and laying light shade vitrified tiles 8mm to 10mm thick in skirting, risers Sqm 1188.29 335

of steps and dado on 10mm thick cement plaster 1:3 (1 cement : 3 Coarse sand) and

jointed with white cement slurry.

TOTAL OF SUB-SECTION -2: FLOORING WORKS

3 SUB-SECTION -3 : ROOFING WORKS

3.1 Providing and laying broken white glazed China mosaic flooring for plain and curved Sqm 433.27 12192

surfaces on terraces, floors, balconies, roofs, walls etc comprising of 12mm to 20mm

size broken pieces of ceramic/ glazed tiles, laid over cement mortar 1: 3 bedding on

plain or sloped surfaces. The flooring shall be tamped to bring the cement mortar

cream upto the surface, including rounding of junctions and extending them upto

cm along the parapet.The rate shall include bands, if different color is used, any

pattern or design as per drawing and direction,finishing with white cement, curing,

cleaning with water and oxalic acid, etc complete at all levels, as directed and to

satisfaction to the engineer in charge. Rate shall include all tools, tackles, machines,

necessary scaffolding, adding of waterproofing material as recommended in the

bedding mortar by the Engineer in charge.

TOTAL OF SUB-SECTION -3 : ROOFING WORKS

4 SUB SECTION-4 : MISCELLANEOUS WORKS

4.1 Providing and fixing toilet mirror in 6 mm thick clear float glass with bevelled and Sqm 2419.54 42

polished at edge and copper coating on rear side. Fixed on wall with 6mm thick

plywood and kraft paper backing fixed to wooden cleats with 8mm dia 38mm long

stainless steel stud complete.

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4.2 Providing and fixing in position frameless glass partition walls made out of 12mm Sqm 12097.72 155

thick toughened clear float glass (or equivalent) held in position by wall connecting

profile (with or without open able glass door made out

(i) Two Set of 350mm long pull handles of approved make

(ii) Two number corner locks US10 of approved make

(iii) Floor spring BTS-80 of approved make.

(iv) Lock keeper Plate stainless steel strip at the bottom of doors for doors exceeding

1100mm With openable door

4.3 Providing & fixing Toilet Cubicle (of following standard dimension which includes Nos 28988.84 21

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 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 top rail.

Note: All works as per approved manufacturer's specifications.

Toilet Cubicle with standard dimension of 2000-2100mm Height x 1000mm Width x

1550mm Depth, which includes 600mm wide door.

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4.4 Providing and fixing polished granite coping, bull nosed over 20 mm thick cement Sqm 3628.86 51

mortar 1:4(1 cement : 4 coarse sand) with joint treated with white cement mixed

with matching pigment including rubbinng, curing, moulding and poiiishing to edge

to give high rise gloss finish etc. complete.

4.5 Providing, supplying, erecting and fixing in position 3mm thk Polycarbonate Sqm 4003.63 83

sheets of approved texture and colour for side lighting. Sheets to be profiled to match

metal sheets described in item at sl. No. 7.1 of B2 sectionand should include cost of

laying sheets in curvature where required. Cost to include jointing, sealing with Butyl

adhesives and takes as per manufacturers specifications and cover all costs of labour

tools, parts, temporary works etc all complete.

4.6 GI Louver of size 300mmx400mm Each 783.36 84

4.7 Supply and fixing of sliding doors with all fixtures Sqm 9414.93 17

4.8 Supply and fixing of Foldable gate with all fixtures Sqm 10580.37 92

4.9 TRAP DOOR - Hingeable & sliding trap door system manufactured according to Sqm 6978.93 130

EN13964 TAIM Quality standard comprising 2 pannels of size mentioned in drawings

one unit made up of 0.6 GMS in RAL 9016 (Matt White colour) or as specified by

Engineer, polyester powder coated finish and approx 95% humidity resistance, fire

performance Class A2-S1, d0. Substructure consisting of roburst hinging

technology with visible U 1091 G shaped or equivalent profiles which are mounted

along the width of the panels. The U 1091G profiles or equivalent are fixed using L

shaped primary carriers U 1040 or equivalent of 1.0mm thick GMS, which runs

perpendicular to the U 1091 G profiles. This is suspended rigidly from the bare ceiling

with M6 or equivalent threaded rods and fasteners. All components are made of

galvanized steel.The rectangular panels can be swing down using spring loaded pins

and hung from bolted sleeves provided on the sides. Once all the panels are swung

down, they can be pushed to either side of the opening and stacked together in order

to carry out any kind of maintenance.

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4.1 Making of cutout (core cutting) in pre-costructed RCC / CC work of all grades for

services required.

RCC wall core cutting 100mm dia RM 2445.14 10

RCC Wall Core Cutting 150mm dia RM 3298.88 60

RCC wall Core Cutting 200mm dia RM 4095.04 30

4.11 Providing and fixing wire mesh (26 gauge) at the junctions of RCC & brick work fixed Sqm 79.52 224

with wire nail in cement mortar 1:4 (1 cement : 4 fine sand) etc. Complete.

4.12 Providing and laying at or near ground level factory made kerb stone of standard size Cum 7873.39 170

with M25 grade 20 mm or down size aggregate of cement concrete(size as per gfc

drawing) 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).

4.13 Extra for providing perforated rolling shutters of 1.2mm thick steel plate as per Sqm 585.01 79.87

design approved by Engineer-in- charge, (area of grill to be measured).

4.14 Providing and fixing factory made uPVC door frame made of uPVC extruded sections Meter 256.58 200

having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm

(± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and

stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the

frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm)

wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per

manufacturer’s specification and direction of Engineer in-charge extruded section

profile size 42 X 50 mm

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4.15 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam

profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm.

The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally

extruded on the hinge side of the profile for better screw holding power. The styles

and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted

with primer , all four corners of reinforcement to be welded or sealed. Solid PVC

extruded bidding (push fit type) will be set inside the styles and the rails with a

cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails

will be mitred cut and joint with the help of PVC solvent cement & self driven self

tapping screws.

Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness

5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles

with the help of PVC solvent cement & self driven self tapping screws of size 100mm

x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-

4.15.1 Decorative finish (both side wood grained finish) Sqm 2919.91 100

4.16 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured

from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock

jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm,

or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by

mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar

guards, lock strike-plate and shock absorbers as specified and applying a coat of

approved steel primer after pre-treatment of the surface as directed by Engineer-in-

4.16.1 Fixing with adjustable lugs with split end tail to each jamb Meter 406.3 100

4.17 Supplying & applying Fluoroshine/ epoxy for maintaining shine of VDC floors using Sqm 411.33 5986.28

mechanical polishing as approved by Engineer in charge

4.18 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Sqm 4089.73 28

Aluminium Composite Panel Cladding, with open grooves for linear as well as

curvilinear portions of the building , for all heights and all levels etc. including:

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4.19 Providing and Fixing Anutone Subtex Texture Steppe edge 15mm for Ceiling of size Sqm 2285.18 2206

595x595x15mm is to be installed on framework of Anutone Soundskelet, which will

comprise of NRC 0.94 base panel with humidity resistance of 90% RH as per ISO-

4611,ASTM C-165,ASTM C303, ASTM C-1104 and light reflectance upto 85% with

Leed points Green Performance certified, and Thermal conductivity K=0.82 W/MK

with sag resistance with normal edge profile. Anutone Subtex Texture 15 mm for

Ceiling tile meet the stringent fire test required having Class 'A' rating for Flame

Ignitability test as per ASTM-E-84, with complete framework of Anutone

SoundSkelet as per manufacturers Installation details and the Architectrual drawing.

4.20 Providing and Fixing Anutone Ekcelsior SoundSoak (Cord) Panel of size Sqm 3839.1 323.26

1200x600x25 mm ND 4 with Anutone SoundStrut Sound Profile F-Spline, which will

comprise to NRC 0.95 Anutone Ekcelsior FABRICO SoundSoak Panel is to be installed

on Anutone SoundStrut framework and meet the stringent fire test required having

Class 'P' rating for Ignitability test as per BS 476 part 5 and Class '1' rating as per BS

476 part 6 Fire Propagation index and for Flaming ISO 1182 and Smoke density as

per ASTM E 662 basides base panel conform to EN 13168 2000 with complete

Anutone SoundStrut frame work as per manufacturers Installation details and the

Architectrual drawing.

4.21 Providing and fixing trapdoor for HVAC indoor unit, of hard wood frame and 6mm Sqm 8043.82 115

plywood shutter (shutter is made by 6mm plywood both side sadwich with wooden

4.22 Grouting with Hilti HY-200 R for :

4.22.1 12 dia reinforcement No 228.52 192

4.22.2 16 dia reinforcement No 319.92 44

4.22.3 20 dia reinforcement No 411.33 20

4.23 Providing and injecting chemical emulsion for PRE- sqm CONSTRUCTIONAL anti Sqm 190.13 11053.24

termite treatment and creating a chemical barrier under and around the column pits,

wall trenches, basement excavation, top surface of plinth filing junction of wall and

floor, along with the external perimetre of building, expansion joints surrounding of

pipes and conduit etc, complete (plinth area of the building at ground floor only shall

be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20%.

TOTAL OF SUB SECTION-4 : MISCELLANEOUS WORKS

5 SUB-SECTION -5 : HORTICULTURE WORKS

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5.1 Preparation of subgrade by excavating earth to an average of 225 mm depth, dressing Sqm 24.68 11082

to camber and consolidating with road roller including making good the undulations

etc. and disposal of surplus earth for all lead.

Sprinkiler and Accessories

5.2 Providing & fixing of Pop up sprinkler full/part circle having radius of throw 6.7 m- Nos 2165.43 106

15.2 m & floww of 0.09 -0.16 Ltr /sec at an operative pressure of 2.5- 4.5 kg/cm sq

.The sprinkler is gear driven ratary type with RC technology having 3/4"bottom

inlet, with slip clutch mechanism and heavy duty retract spring memory arc,non

strippable and brass reinforced nozzle turret.The sprinkler shall have multifunction,

pressure activated wiper seal for low pressure operation the sprinkler shall have

internal seal A Metric device which prevents low head drainage up to 3.1 m) & hence

pudding & erosion.The body of sprinkler is non corrodable heavy duty ,ABS plastic

5.3 Providing & fixing of POP up spray head having variable adjustable arc and two Nos 520.11 890

pieces stem ratchet (0 to 360 degres ) nozzle capable of covering 0.9-5.5 mat 1.0-2.1

bars with a discharge rate of 0.23- 0.33 lps .The spray head body ,stem,nozzle,ratchet

and screen shall be constructed of heavy duty , ultra voilet resistant plastic and

stainless steel with multifunctional wiper seal with small exposed cover US400

5.4 Providing & fixing of 1/2"pop up connecting swing joint assembly. The tubing shall Nos 545.7 890

be made of polythene having wall thickness of 2.3 mm a working pressure of

kg/sq cm at 43* c and a surge pressure of 16.6 kg/sq cm .The fittings shall be made

of UV resistant thermo plastic SA series.

5.5 Providing & fixing of 3/4"pop up connecting swing joint Assembly .The tubling shall Nos 598.72 106

be made of polythylene having wall thickness of 2.3 mm a working pressure of

kg/ sq cm at 43* C and a surge pressure of 16.6 kg/ cm Sq .The fitting shall be made

of UV resistant thermo plastic SA series.

Valve & Accessories

5.6 Providing valve 63mm providing & fixing Brass Ball valve security pivot to maintain Nos 2472.56 53

level in space double water tight joint direct injection stem non mechanical with a

base which permits maximum penetration in to the valve etc complete as per

specification and drawing (Ball vaive 63mm dia)

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5.7 Providing & fixing of a double acting Air release valve 3/4" made of high strength Nos 730.34 19

aluminum/plastic with fiber glass reinforced. The Air release valve shall be capable

of both releasing and admitting air from and into the line. The working pressure shall

5.8 12" Rectangle valve Box with green lid and corrugated structure with unique shovel Nos 1848.25 53

access slot and bolt hole knockout.

5.9 Quick coupling valve made up of solid brass with locking cover corrosion resistant Nos 1269.64 84

and stainless steel spring 3RC.

5.1 Vertical Jet Foundation

5.10.1 Vertical Jet Nozzle (40) M.O.C Brass / Gunmetal Nos 1005.48 1

5.10.2 Vertical Jet Nozzle (25) M.O.C Brass / Gunmetal Nos 1371.11 8

5.10.3 Submersible Pump 5HP Nos 22851.77 1

5.10.4 Submersible Niche Liqht (NL1250HN) 12v 50w light in Noryl body to highlight the Nos 2376.58 19

fountain at night

5.10.5 Stepdown Transformer of required capacity for the Lights (12V1000W) Nos 28336.19 1

5.10.6 Stepdown Transformer of required capacity for the Lights (12V500W) Nos 31992.47 1

5.10.7 Weather Proof Junction Box in FRP Nos 19195.48 4

5.10.8 FRP sump cover for pump. Nos 10054.78 1

5.10.9 Imported Pressure Sand Filter (450 dia) with multiport valve & pump Nos 31992.47 1

5.10.10 500D Floor Inlet (ABS) Nos 1919.55 3

5.10.11 Vacuum Point (ABS) Nos 2285.18 1

5.10.12 Chlorine dispensinq unit Nos 13711.06 1

5.10.13 Water level Controller cum drv run protection - Electrical type with Solonoid control. Nos 3199.25 1

5.10.14 Control Panel made of 16 gauge CRC sheet powder coated with Starter, Single phase Nos 19195.48 1

prevention, MCB, volt-meter, Amp meter, TP MCB's, Protection circuits etc and space

for step-down Transformers for the lights.

5.10.15 Complete plumbinq required for the fountain in uPVC pipe (10 Kg Pressure) LS 68555.3 1

including necessary control valves etc (excluding inlet and drain)

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5.10.16 Complete electrical work required for the fountain including pump, light, panel, LS 68555.3 1

transformer connections (Individual wires for each light up to junction box within

10M. From water body)

5.10.17 Installinq. testinq. commissioninq, shop drawings LS 68555.3 1

TOTAL OF SUB-SECTION -5 : HORTICULTURE WORKS

6 SUB SECTION-6 : SIGNAGE WORKS

6.1 Providing and fixing Wall mounted / Door Signs complete as per requirement of the Nos 1096.88 250

Engineer Incharge. Before execution shop drawings shall be approved by Engineer

Modular Signages using Aluminium extrusions (Alloy 6060) with Anodizing

(thickness 15-20 microns) ISO:9001-2008 product with Premium grade Anodizing

Qualanod and Qualicoat International standards. With Lifetime warranty under

normal working conditions. Signage depth 25mm. Protile outer thickness 2.5mm and

inner thickness 1.5mm with profile weight of 0.492 Kg per meter. Corner used to

creat frame. 4mm FR Grade ACP AL45 used on both sides with 3M IJ 180C vinyl with

8520 over laminate/IJ480C non pvc vinyl with 8550 non pvc over laminate/Diamond

Grade Type 11 - Retrorefective fixed inside with the help of double sided tape.

Signage will be fixed by passing screws from star corner which will be fixed by

drilling into the wall.

Sizes shall be as per design or directed by engineer. Average height of signage 400 x

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6.2 Providing and fixing sheet channel letter signs Logo, Station name, Depot

building/shade name, backlit with LEDS and face of the signs treated with colour

acrylic/epoxy rasin faced as per design complete with fixing in place with heavy duty

anchor system. Supply of illuminated channel letters, the sign shall comprises of 3D

built up GMRCL Logo of appropriate size (height nearly 1000mm) and channel letters

in required font of Gujarati or Hindi and English in 600mm font height depicting

station name fixed on either side of the logo supported on rigid suporting system in

steel/wall fixing. Channel letters in required font of Gujarati or Hindi and English in

300mm to 600mm font height depicting Depot building/shade name supported on

rigid supporting system in steel/wall fixing.

*CNC cutting Aluminium letter

*Material thickness 3mm.

*Anodized coating as per specification.

Main Station and Depot Identity name shall be illuminated, Exterior

LED Channel Letters

*Reverse letter made with 3mm Aluminium ((Approximately height

*100mm sides of Signages by bedable alum alloy.

*Both back & side assemble with by Argon welding

*Top Signage sheet fabricated of 5mm thick. Opal Cast A grade PMA

sheet 3/4" ring made of 5mm plexi

*IP=65 High power chips LED modules (CE certified) 12V DC 1-1.4

watt beam angle 140/160.

*Input Voltage 220V AC-Input frequency 47 Hz Max. Output power

The Sign and the logo shall have hallow lit effect by LED's.

6.2.1 Sizes shall be as per design or directed by engineer. Average height of channel letter Nos 4113.32 100

450mm (Non-Lit).

6.2.2 Sizes shall be as per design or directed by engineer. Average height of channel letter Nos 5484.42 125

600mm (Lit Signage)

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6.3 Providing and fixing Suspended / Emergency Exit / Wayfinding / Evacuation / Nos 18281.41 100

Illuminated Signages complete as per requirement of the Engineer Incharge. Before

execution shop drawings shall be approved by Engineer Incharge. (1000 x 1500mm)

6.4 Modular Signages using Aluminium extrusion (Alloy 6060) with Anodizing Nos 11425.88 20

(Thickness 15-20 microns). ISo:9001-2008 product with Premium grade Anodizing

as per Qualanod and Qualicoat International standrards. With Lifetime warranty

under normal working conditions. 1.5mm with profile weight of 0.492 kg per meter.

Corners used to creat frame. Router cutting done on 4mm FR grade ACP AL 45 and

block out lighting done by using leds and acrylic. ACP and Acrylic to be covered with

3M IJ 180C vinyl with 8520 over laminate/IJ480c non PVC vinyl with 8550 non pvc

over laminate. Lucoled Edge Lighting EL 30 modules being used to make the signage

lit with 5 years warranty and Hi-sign/union SMPS with 3 years warranty. SS 316 CHS

(circular hollow section) of Dia 1.5" is used to Suspend the box. The Height of the pipe

can be as per different locations on Site Height can be maximum upto 6 feets.

Sizes shall be as per design or directed by engineer. Average size of exit signage taken

Providing and fixing Projected Signages complete as per requirement of the Engineer

Incharge. Before execution shop drawings shall be approved by Engineer Incharge.

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6.5 Modular Signages using Aluminium extrusions (Alloy 6060) with Anodizing Nos 11425.88 5

(Thickness 15-20 microns). ISO:9001-2008 product with Premium grade Anodizing

as per Qualanod and Qualicoat International standards. With Lifetime warranty

under normal working conditions.

Signages depth 50mm. Profile outer thickness 2.5mm and inner thickness 1.5mm

with profile weight of 0.839 kg per meter. Corners used to create frame.

4mm FR grade ACP AL45 used on both sided with 3M IJ 180C Vinyl with 8520 over

laminate/IJ480C non pvc vinyl with 8550 non pvc over laminate/Diamond Grade

Type 11 - Retrorefelctive.

For a IDDS Display box of approx. size 950 mm x 450 mm: A MS (mild steel) RHS

x 25 x 3 mm horizontal member welded on a 10mm thick mounting plate supported

by triangular gusset plate of 8mm thick. This Structural mounting is stable enough

for our IDDS. A cover plate of full or half size covers the mounting and gusset plate.

6.6 A MS Flat 40mm x 3 mm thick rolled in pillar Diameter and bent on edges holds the Nos 22851.77 2

frame using star corner. The Connector had the enough strength to hold even heavy

glasses in IDSS frame.

Totem Modular Totems using Aluminium extrusions (Alloy 6060) with Anodizing

(Thickness 15-20 microns). ISO:9001-2008 product with Premium grade Anodizing

as per Qualanod and Qualicoat International standards. With Lifetime warranty

under normal working conditions. Sections can be used to create totems upto 6m

with variable depth as per requirement. Basic profile with thickness 2mm and

kg/meter. Round cover profile of thickness 2mm and 1.136 kg/meter. Ease of

graphics change and maintenance.

6.7 Preparation of Model for Surat Depot with a Scale of 1:400. complete in all respects No 1371105.96 1

as per specifications and drawings and as directed by Engineer Incharge.

TOTAL OF SUB SECTION-6 : SIGNAGE WORKS

Total for Schedule C2:HORTICULTURE WORKS (NDSR Item)

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ITEM DESCRIPTION ITEM RATE Quantity Amount

P 01 SUB SCHEDULE-1 : SANITARY FIXTURES & FITTINGS

1.1 Providing and fixing white vitreous china extended wall mounting water closet of Nos 12914.1 63

size 780x370x690 mm of approved shape including providing & fixing white

vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre

(adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts

and gasket etc complete.

1.2 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of Nos 3418.6 120

approved quality conforming to IS:8931 Geyser 3ltrs & Shower

1.2.1 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm Nos 15725.37 44

having antibacterial /germs free ceramic surface, fixed with cartridge having debris

catcher and hygiene seal.

Granite Stone of approved shade

1.3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,

mm C.P. brass waste of standard pattern, including painting of fittings and brackets,

cutting and making good the walls wherever require:

1.3.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass Nos 2878.25 24

1.4 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931

1.4.1 15mm nominal bore Nos 496 217

1.5 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make Nos 823.65 87

and as per the direction of Engineerin- charge.

1.6 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS:

with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and

brackets, cutting and making good the walls wherever required :

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1.6.1 510x1040 mm bowl depth 178 mm Nos 4831.47 50

1.7 Providing and fixing C.P. brass long body bib cock of approved quality conforming

to IS standards and weighing not less than 690 gms.

1.7.1 15 mm nominal bore Nos 515.01 40

1.8 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:

1.8.1 15 mm nominal bore Nos 391.01 145

1.9 Supply installation, testing and commissioning of recessed bi level drinking water Nos 142049.6 4

fountain, with double bubbler,round shape. Drinking water fountain with 12GPH

cooling capacity, stainless steel body ,approx size 1003mmX Depth 400 mmX hight

1035mm, flexible bubbler guard operated between 50 to 120 PSI, chilling unit

suitable for R134a refrigerant, adjustable thermo state, supply complete with all

accessories. The rate also including UV and Sediment Filter for LMC Water complete

in all respect. Nothing shall be paid extra.

2 Providing & fixing White vitreous china water closet squatting pan (Indian type) Nos 3298.22 4

along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap

at site complete with all operations including all necessary materials, labour and

disposal of dismantled material i/c malba, all complete as per the direction of

Engineer-in charge.(Orissa pattern W.C Pan of size 580x440 mm)

TOTAL OF SUB SCHEDULE-1 : SANITARY FIXTURES & FITTINGS

P 02 SUB SCHEDULE-2 : INTERNAL WATER SUPPLY

2.1 Providing, laying, jointing and testing of following sizes of pipes conforming to IS-

1239 part 1/1974 and part 11/1979 with all accessories like fittings with welded

joint 'shall be used like tees, elbows, reducers, flanges, rubber gaskets, GI nuts bolts,

washer including excavation in all kinds of soil and refilling including bed

preparation the trench all complete. The rate shall also include providing and

applying one coat of 4 mm thick 'PYPKOTE' or COATEK anti rust pipe protection

including approved primer as per manufacturers specifications and lap of 25 mm to

make an impermeable layer on MS pipes in trenches or on structural/masonary

members complete including surface preparation.

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Internal Work - Exposed on wall

2.1.1 15mm nominal outer dia pipes RM 225.37 1200

2.1.2 20mm nominal outer dia pipes RM 286.01 950

2.1.3 25mm nominal outer dia pipes RM 343.94 400

2.1.4 32mm nominal outer dia pipes RM 448.03 400

2.1.5 40 mm nominal outer dia pipes RM 604.61 80

2.1.6 50 mm nominal outer dia pipes RM 842.66 220

2.1.7 62.50 mm nominal outer dia pipes RM 1447.27 550

2.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent cement and the cost of cutting chases

and making good the same including testing of joints complete as per direction of

Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

2.2.1 15mm nominal outer dia pipes RM 381.96 450

2.2.2 20mm nominal outer dia pipes RM 445.31 300

2.2.3 25mm nominal outer dia pipes RM 524.06 40

2.2.4 32mm nominal outer dia pipes RM 633.58 6

2.3 Supplying, fixing, testing and commissioning of following valves, strainers, gauges

in the chilled water plumbing duly insulated to the same specifications as the

connected piping and adequately supported as per specifications.

2.3.1 BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O-Ring

PN 16 pressure rating for chilled water/ hot eater circulation as specified

2.4 Providing and fixing ball valve (brass) of approved quality, High or low pressure,

with plastic floats complete :

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2.5 Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) :

TOTAL OF D: P 02 SUB SCHEDULE-2 : INTERNAL WATER SUPPLY

P 03 SUB SCHEDULE-3 : EXTERNAL WATER SUPPLY (NDSR Item)

3.1 Providing, laying, jointing and testing of following sizes of pipes conforming to IS-

1239 part 1/1974 and part 11/1979 with all accessories like fittings with welded

joint 'shall be used like tees, elbows, reducers, flanges, rubber gaskets, GI nuts bolts,

washer. (Treated Water supply)

3.1.1 20mm nominal outer dia pipes RM 264.29 200

3.1.2 25mm nominal outer dia pipes RM 339.42 100

3.1.3 32mm nominal outer dia pipes RM 395.53 40

3.1.4 40mm nominal outer dia pipes RM 450.74 12

3.1.5 50 mm nominal outer dia pipes RM 526.77 200

3.1.6 65 mm nominal outer dia pipes RM 667.07 240

3.1.7 80 mm nominal outer dia pipes RM 807.36 90

3.1.8 100 mm nominal outer dia pipes RM 1516.96 90

3.1.9 150 mm nominal outer dia pipes RM 2115.24 5600

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3.2 Providing, laying, jointing and testing of following sizes of pipes conforming to IS-

1239 part 1/1974 and part 11/1979 with all accessories like fittings with welded

joint 'shall be used like tees, elbows, reducers, flanges, rubber gaskets, GI nuts bolts,

washer including excavation in all kinds of soil and refilling including bed

preparation the trench all complete. The rate shall also include providing and

applying one coat of 4 mm thick 'PYPKOTE' or COATEK anti rust pipe protection

including approved primer as per manufacturers specifications and lap of 25 mm to

make an impermeable layer on MS pipes in trenches or on structural/masonary

members complete including surface preparation.

3.2.1 20mm nominal outer dia pipes RM 32.58 184

3.2.2 25mm nominal outer dia pipes RM 37.11 100

3.2.3 32mm nominal outer dia pipes RM 47.07 40

3.2.4 40mm nominal outer dia pipes RM 56.12 5

3.1.5 50 mm nominal outer dia pipes RM 74.22 180

3.1.6 65 mm nominal outer dia pipes RM 85.08 229

3.1.7 80 mm nominal outer dia pipes RM 104.09 75

3.1.8 100 mm nominal outer dia pipes RM 133.96 75

3.1.9 150 mm nominal outer dia pipes RM 197.31 22

3.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply including all CPVC plain & brass threaded

fittings This includes jointing of pipes & fittings with one step CPVC solvent cement,

trenching, refilling & testing of joints complete as per direction of Engineer in

Charge.(Garden Irrigation)

3.3.1 25mm nominal outer dia pipes RM 304.12 810

3.3.2 32mm nominal outer dia pipes RM 385.58 218

3.3.3 40mm nominal outer dia pipes RM 500.53 195

3.3.4 50mm nominal outer dia pipes RM 737.66 127

3.3.5 62.50 mm nominal inner dia Pipes RM 1447.27 10

3.3.6 75 mm nominal inner dia Pipes RM 1832.85 35

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3.3.7 100 mm nominal inner dia Pipes RM 2591.33 3325

3.4 Supplying, fixing, testing and commissioning of following valves, strainers, gauges

in the chilled water plumbing duly insulated to the same specifications as the

connected piping and adequately supported as per specifications.

3.4.1 BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O-Ring

PN 16 pressure rating for chilled water/ hot eater circulation as specified

3.5 Supplying, fixing, testing and commissioning of following valves, strainers, gauges

in the chilled water plumbing duly insulated to the same specifications as the

connected piping and adequately supported as per specifications.

3.5.1 NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR seal

flanged end & PN 16 pressure rating for chilled / hot water circulation including

insulation as specified.

3.6 Supplying, fixing, testing and commissioning of following valves, strainers, gauges

in the chilled water plumbing duly insulated to the same specifications as the

connected piping and adequately supported as per specifications.

3.6.1 Y - STRAINER of Ductile CI Body flanged ends with stainless steel strainer for chilled

/ hot water circulation including insulation as specified.

3.7 Providing and fixing enclosed type water meter (bulk type) with pressure reducing

valve conforming to IS : 2373 and tested by Municipal Board complete with bolts,

nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :

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3.8 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement Nos 7737.78 2

mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap

surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

, i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10

graded stone aggregate 40 mm nominal size) and inside plastering with cement

mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with afloating coat of

neat cement complete as per standard design : (External Valve Chamber)

3.9 Polyethylene water storage tank with cover and suitable locking arrangement

3.9.1 5 KL tank capacity Nos 25637.22 8

3.9.2 2.5 KL tank capacity Nos 12819.06 2

3.9.3 2 KL tank capacity Nos 10254.89 2

3.9.4 1 KL tank capacity Nos 5127.44 1

3.9.5 3 KL tank capacity Nos 15382.33 1

3.9.6 1.5 KL tank capacity Nos 7691.62 1

3.9.7 0.5 KL tank capacity Nos 2564.17 4

3.1 Providing and fixing mild steel pressure reducing valves with all accessories

pressure gauges bolts,nuts and flanges etc,.

100 MM to 15 mm dia Nos 8717.11 2

TOTAL OF D: P 03 SUB SCHEDULE 3 :EXTERNAL WATER SUPPLY (NDSR Item)

P 04 SUB SCHEDULE 4: INTERNAL DRAINAGE (SOIL, WASTE, VENT AND RAIN

4.1 Providing and fixing uPVC SWR TYPE B pipes for soil, waste and vent As per IS

on the wall surface and below ground and floor level, fixing the pipe on wall surface

with the PVC clips including suitable rubber ring joints and solvent solution as per

manufacturer specification which includes bends, rubber ring, jointing, junctions,

clean out plug , cowls, offsets, collar, M.S holder-bat clamps, accesspiecestec . The

rate shall include cutting the pipes into required length wastage and testing as per

specifications, necessary earth work in excavation and filling of the pipe line

trenches providing staging and scafollding as per requirement at site.

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4.2 Providing, fixing & testing uPVC pipes, conforming to IS 4985 class 3 (6 kg per sqcm)

including injection moulded fittings, jointing with solvent cement, cutting and

making good the floors and walls and jointing to trap/waste pipe, complete of outer

4.3 Supply and Fixing PVC floor trap 100 x 75mm self cleansing design with or without

vent arm, Inlet receiving cap of 50 & 40mm Dia complete including cutting and

making good the walls and floors

4.4 Provide and fixing standard UPVC clean out plug with suitable insert key with all

required upvc accessories threaded adaper and end cap as per approval

4.4 Providing and fixing PVC SWR NAHANI TRAP IS 14735 for drain 100 mm dia with Nos 371.09 42

jali of the following nominal diameter of self cleansing design with C.I scread down

or hinged grating including the cost of cutting and making good the walls.

4.5 Supply and fixing SS hinged grating of 2mm thick 125mm dia with rim including Nos 176.5 42

setting in floor with cement mortar (approved type)

4.6 Supply and Fixing PVC Urinal trap 100 x 75mm self cleansing design with or without

vent arm, Inlet receiving cap of 50 & 40mm Dia complete including cutting and

making good the walls and floors

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4.7 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water tight C.I. cover with frame of 300 x300

mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not

less than 2.70 kg as per standard design:

4.7.1 100x100 mm size P type Nos 2088.09 32

4.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Nos 2150.54 32

4.8 Providing and fixing of average thickness of 120 mm and minimum thickness at Nos 325.84 85

Rianwater khurra.

4.9 Providing, fabricating and fixing of MS plate 8 mm thick Puddle flange with all

4.9.1 100 mm dia Each 226.28 6

4.9.2 150 mm dia Each 362.04 6

4.9.3 200 mm dia Each 543.07 6

TOTAL OF SUB SCHEDULE 4: INTERNAL DRAINAGE (SOIL, WASTE, VENT AND

RAIN WATER PIPES)

P 05 SUB SCHEDULE-5 : EXTERNAL SEWERAGE, EFFLUENT & STORM WATER

External Sewerage

5.1 Laying and jointing glazed stoneware pipes Grade 'A' with stiff mixture of cement

mortar n the proportion of 1:1 (1 cement : 1 fine and) including testing of joints etc.

omplete: (Sewer upto 300 mm dia under normal conditions)

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5.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded

stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed

concrete as per standard design :

5.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

stone aggregate 40 mm nominal size) all-round NP2 pipes including bed concrete

as per standard design : (Sewer under road crossings and sub soil water conditions)

External Effulent

5.4 Supply and laying of following HDPE pipe under paved areas/track crossings

including necessary excavation & back filling complete as required.(For Effluent

Pipes Under normal conditions)

5.5 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

stone aggregate 40 mm nominal size) all-round NP2 pipes including bed concrete

as per standard design : (Sewer under road crossings and sub soil water conditions)

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5.6 Providing, laying, jointing and testing of following sizes of pipes conforming to IS-

1239 part 1/1974 and part 11/1979 with all accessories like fittings with welded

joint 'shall be used like tees, elbows, reducers, flanges, rubber gaskets, GI nuts bolts,

washer. And fixing the pipe on embeded floor / /wall /ceiling with suitable size

clamps, hangers to be 'provided wherever the pipes are crossing the walls/floors

and sealing). Including cutting holes and chases in brick, R.C.C work and making

good the same to original conditions complete in (ETP Sump Pumping Line)

5.7 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement

plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished

with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :

coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary

channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) finished with a floating coat of neat cement, all

complete as per standard design :

5.7.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) Nos 10290.19 90

560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame

to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand

: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all

complete. (Excavation, foot rests and 12mm thick cement plaster at the external

surface shall be paid for separately) :

External Storm Water Drainage

5.8 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars

jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :

fine sand) including testing of joints etc. complete :

5.8.1 100 mm dia. R.C.C. pipe NP2 RM 387.39 91

5.8.2 150 mm dia. R.C.C. pipe NP2 RM 430.83 4263

GMRC October 2026 Page 82 of

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5.8.4 250 mm dia. R.C.C. pipe NP2 RM 703.27 4044

5.8.5 300 mm dia. R.C.C. pipe NP2 RM 805.55 1400

5.8.6 450 mm dia. R.C.C. pipe NP2 RM 1297.93 891

5.8.7 500 mm dia. R.C.C. pipe NP2 RM 1545.02 64

5.8.8 600 mm dia. R.C.C. pipe NP2 RM 1816.55 96

5.9 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including

collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2

(1 cement : 2 fine sand) including testing of joints etc. complete

5.9.1 450 mm dia RCC pipes. RM 2166.83 736

5.9.2 600 mm dia RCC pipes. RM 2782.31 18

5.10 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in Nos 4855.91 690

cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.

horizontal grating with frame complete as per standard design : With common

burnt clay F.P.S. (non modular) bricks of class designation

TOTAL OF SUB SCHEDULE 5 :External Storm Water Drainage (NDSR Item)

P 06 SUB SCHEDULE 6: WATER TREATMENT PLANTS AND MISCELLANEOUS ITEMS

Supply, erection, testing and commissioning including preparation of drawings of L.S 2796787 1

underground water treatment plant of capacity 122 m3/day based on attached

growth FAB technology for the following:

Daily Treated water requirement : 122 m3/day (Capacity 155000 Litre/day)

TOTAL OF SUB SCHEDULE 6: WATER TREATMENT PLANTS AND

MISCELLANEOUS ITEMS

P 07 SUB SCHEDULE 7: SEWAGE TREATMENT PLANT

Supply, erection, testing and commissioning including preparation of drawings of L.S 3262919 1

underground Sewage treatment plant of capacity 116 m3/day based on attached

growth MBR technology for the following:

Daily Avg. Sewage : 116 m3/day (Capacity 125 m3/day)

TOTAL OF SUB SCHEDULE 7: SEWAGE TREATMENT PLANT

P 08 SUB SCHEDULE 8: EFFLUENT TREATMENT PLANT

GMRC October 2026 Page 83 of

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Supply, erection, testing and commissioning including preparation of drawings of L.S 3635824 1

underground effluent treatment plant of capacity 75 m3/day based on attached

growth FAB technology for the following:

Daily Avg. Effluent : 63 m3/day (Capacity 75m3/day)

TOTAL OF SUB SCHEDULE 8: EFFLUENT TREATMENT PLANT

P 09 SUB SCHEDULE 9: BOREWELLS (2Nos)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable L.S 2330656 1

method prescribed in IS: 2800 (part I), including collecting samples from different

strata, preparing and submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required for the job, all

complete as per direction of Engineer -in-charge, beyond 90 metre & upto

metre depth below ground level. (All types of soil)

TOTAL OF SUB SCHEDULE 9: BOREWELLS (2Nos)

P 10 SUB SCHEDULE 10: PUMPS AND RECHARGE PITS

10.1 Providing, fixing, testing and commissioning of Vertical in line type pump set with Nos 191801.7 1

SS casing, SS impeller and SS shaft suitable for operation on 400/440 volts, 3 phase

2900 RPM, TEFC electric motor mounted on a common channel base plate with

coupling guard, 150mm dia pressure gauge, GM isolation cock and cement concrete

foundation with plaster complete as required.

a) Raw Water Pumps to Raw water OHT

Capacity 7.5 lps (Each)

Head 40 m (1W &1S)

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10.2 Provding, installation, testing, and commissioning of factory assembled skid Set 306881.8 1

mounted Variable Freqency Drive Hydropneumatic system comprising of following

items. (Treated water supply).

a) 3 Nos. Vertical in line pumps complete in SS coupled with TEFC motor Pump

capacity - 550 lpm, Head - 60 m, RPM -

b) 1 No. 500 litres vessels with inter changeable butyl rubber membrane.

c) 1 No. Variable speed drive Electric control panel with controller relays, sequence

timer for alternate operation of pumps, electrical wiring, cabling

d) Accessories like butterfly valves, NRV's on suction and discharge, pressure gauge

suction, discharge header, PRV and base frame etc., complete as required.

e) Hydropneumatic system as described above.

10.3 Provding, installation, testing, and commissioning of factory assembled skid Set 184129.1 1

mounted Variable Freqency Drive Hydropneumatic system comprising of following

items. (Flushing water supply).

a) 2 Nos. Vertical in line pumps complete in SS coupled with TEFC motor Pump

capacity - 650 lpm, Head - 70 m, RPM -

b) 1 No. 500 litres vessels with inter changeable butyl rubber membrane.

c) 1 No. Variable speed drive Electric control panel with controller relays, sequence

timer for alternate operation of pumps, electrical wiring, cabling from panel to

pumps, level controller complete with all accessories as per manufacturer

specifications.

d) Accessories like butterfly valves, NRV's on suction and discharge, pressure gauge

suction, discharge header, PRV and base frame etc., complete as required.

e) Hydropneumatic system as described above. (1W & 1S)

GMRC October 2026 Page 85 of

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10.4 Provding, installation, testing, and commissioning of factory assembled skid Set 214817.7 1

mounted Variable Freqency Drive Hydropneumatic system comprising of following

items. (Irriagation water supply).

a) 2 Nos. Vertical in line pumps complete in SS coupled with TEFC motor Pump

capacity - 375 lpm, Head - 70 m, RPM -

b) 1 No. 500 litres vessels with inter changeable butyl rubber membrane.

c) 1 No. Variable speed drive Electric control panel with controller relays, sequence

timer for alternate operation of pumps, electrical wiring, cabling from panel to

pumps, level controller complete with all accessories as per manufacturer

specifications.

d) Accessories like butterfly valves, NRV's on suction and discharge, pressure gauge

suction, discharge header, PRV and base frame etc., complete as required.

e) Hydropneumatic system as described above.(2W &1S )

10.5 Drainage Pump

Providing, fixing and commissioning non clog type mono block submersible

drainage pumps suitable for handling solids of 12 mm size with totally water and

dust proof motor as specified.

10.5.1 Pump Room Drainage Pumps Nos 340207.9 1

Capacity -500 lpm (Each)

10.5.2 Pits jack Drainage Pumps Nos 226805.9 1

Capacity - 225 lpm (Each)

10.5.3 Drainage Pumps for bogie wash plant Nos 226805.9 1

Capacity - 225 lpm (Each)

10.5.4 Drainage Pumps for IBL Sump Nos 226805.9 1

Capacity - 225 lpm (Each)

10.5.5 Drainage Pumps for IBL Sump Nos 316788.2 2

Capacity - 800 lpm (Each)

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10.6 Recharge pits Nos 316788.2 8

Constructing recharge pit of 2.5 m dia & 4 m deep below ground level in brick

masonary in cement mortar 1:4 (1 cement:4 coarse sand) with Providing 20mm

thick cement plaster in single coat with cement morter 1:4, including necessary

earthwork in excavation in all kinds of soil,disposal of surplus excavated earth with

all leads and lifts, returning the earth in layers surrounding the brick work /pipes

ramming and watering etc., laying 200 mm thick plain cement concrete M10 in base

,150 mm thick RCC top slab including steel reinforcement (Fe500 D) work in cutting

,hoisting and laying in position required for gratings , ladders etc . Boring 300 mm

dia bore upto 30 m from base of pit including the cost of transportation of boring

machine to site and taking back after completion of work. Supplying, assembling,

lowering and fixing in vertical position in bore well unplasticized PVC medium well

screen (RMS) pipes(200 mm dia) with ribs, conforming to IS: 12818, including hire

& labour charges, fittings & accessories etc. all complete. Providing and fixing bail

plug for 200 mm dia pipe. Supplying and filling in 300 mm layers of boulders(50-

200 mm size) in first layer, thick gravel(5-10 mm size) in second layer and sand(1.5-

2mm size) in third layer. Providing and fixing precast RCC MH cover 560 mm dia

with frame (Heavy duty HD-20) in top slab. Complete as per drawings or as directed

by Engineer-In-Charge.

TOTAL OF SUB SCHEDULE 10: PUMPS AND RECHARGE PITS

Total for Schedule D

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S.No Item Description Unit Rate Quantity Amount

The BOQ specified below include the latest relevent

standards, specifications, drawing details and the

contractor is required to go through them as referred in

1 tender document while quoting the rates. All the

samples/ material intended to be used in the works shall

be subject to approval before use as the Employer's

representative may opt.

The description as mentioned in BOQ, specifications,

special conditions, GCC, drawing and the conditions

mentioned therein whichever is stringent shall be

applicable, acceptable and complied with.

Sub-letting of work by the contractor shall only be

3 permitted in accordance with Special Conditions of

Site test scope includes Primary and Secondary

Current/Voltage Injection Testing, Breaker Timing &

Contact Resistance Tests, CT Ratio and full protection

5 scheme tripping checks. All required testing

instruments, power supply arrangements, and complete

documentation/test report submissions are fully

included in the quoted price.

GMRC October 2026 Page 88 of

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Bus Bar Sizing calculations shall be submitted for

6 approval of Employer or his representative. Relay

coordination report shall also be submitted.

Contractor's shall quote resonably rates against each

item of BOQ (both in word and figure)

E.01 LT PANELS AND DISTRIBUTION BOARDS

Design, fabrication, assembly, supply, installation,

testing & commissioning of Main LT Panels/ Main

Distribution Panels/ sub-distribution panels, fabicated

out of CRCA sheet 2mm thick for structural members

and 1.6mm thick for doors and covers, with

reinforcement of suitable size angle irons, channels, T-

irons, and/or flats wherever required, in cubical

compartmentalized free standing floor mounted totally

enclosed dust and vermin proof (minimum protection

1 IP54) with neoprene gaskets, with powder coated finish

(minimum thickness 50 micron) suitable for 415 volts,

phase, 4 wire 50 Hz system to withstand symmetrical

fault level as specified as below at 415V including

interconnections, bonding to earth etc. and flush doors

conforming to relevant IEC/IS (viz. IEC 61439, IS

etc.) standard including the earth leakage protection

complete as per specification & drawings as required