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Tender Value
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
14 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
SR DEN C
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or "V" whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of 'Total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b)(1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award ____________________________- in support of above work experience certificate.
Defination of Similar Work :- Construction of Building.
58 conditions · 9 needing a document upload
Any DIPP certificate submitted along with the tender document for exemption of EMD should be valid on the date of opening of the tender, else the tender offer will be summarily rejected.
Please submit your correspondence address, e-mail ID and valid phone number.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Please furnish list of Works completed in last seven financial years giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
I/We have carefully gone through the Clause no 10 to 18 of GCC/APRIL 2022 and all Advanced Correction Slips up-to-date to Indian Railway Standard General Conditions of contract, APRIL 2022 and understood that non-compliance of requirement of these clause and non-submission of required documents in compliance, my/our offer will be rejected.
As per Advanced Correction Slip no. 2 to IRGCC, April 2022, in addition to Annexure-V, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
The GST Act 2017 will be applicable as per extant policy as notified by Central/State Govt. and as amended from time to time.
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Tenderer(s) should submit document in support of Minimum Eligibility Criteria, technical and financial both, along with the tender. No document in support of minimum eligibility criteria will be accepted/ entertained after opening of tender.
The tenderer/s shall not increase his/their rate in case the Railway Administration negotiates for reduction of rates. Such negotiations shall not amount to cancellation or withdrawal of the original offer and rates originally quoted will be binding on the tenderer/s.
The tenderer/s shall submit an analysis of rates if called upon to do so.
The tenderer/s is/are advised to visit the site of work and investigate actual conditions regarding nature and conditions of soil, difficulties involved due to inadequate stacking space, due to built up area around the site, availability of materials water and labour probable sites for labour camps, stores, godowns, etc. They should also satisfy themselves as to the sources of supply and adequacy for their respective purpose of different materials referred in the specifications and indicated in the drawings. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of work described in the schedule.
Conditional tenders are liable to be rejected.
The tenderer/s shall keep them updated about any modification in tender notice and tender document, issued by Railway through newspapers, IREPS website or E-mail or any other means and shall act accordingly. It is the responsibility of the tenderer to check any correction or any modifications published subsequently in website and the same shall taken into account while submitting the tender.
NOTICE TO PUBLIC BODIES:- The contractor shall give to the Municipality, Police and other authorities all notices that may be required by the law and obtain all requisite licenses for temporary obstructions, enclosures and pay all fees, taxes and charges which may be leviable on account of his own operation in executing the contract. He should make good any damage to adjoining premises whether public or private and provide and maintain any light etc. required in night.
Tender/ Contract documents consist of (a) NIT published on IREPS portal, (b) Tender forms- First Sheet and Second Sheet of Part-I of GCC, (c) Special Conditions/Specifications of Contract, (d) Schedule of approximate quantities, (e) Standard General Conditions of Contract 2022 and Standard Specifications for Materials and Works of Indian Railway, as amended/corrected upto latest Correction Slips, (f) DSR as amended / corrected upto latest Correction Slips, (g) All general and detailed drawings pertaining to this work which will be issued by the Engineer or his representatives (from time to time) with all changes and modifications.
The Bid security should be paid through online payment mode available on IREPS portal only.
Wherever any reference to Code, Specifications etc., is made in this tender document, it shall be taken as a reference to the latest version thereof including all amendments and corrections etc. However, where these specifications do not cover full details relevant Indian Standard Specification shall be followed. Decision of the Chief Engineer shall be final in this regard.
All the works, which are to be done under traffic block, in electrified territory, contractor will have to take all precautions for safety of track and running trains as well as safety of his labour in terms of Indian Railways P.Way manual.
The work will be executed under supervision of Railway Engineer in-charge or his authorized representative at site.
The vehicles and equipment of contractors can be used by Railway Administration in case of accidents or natural calamities involving human lives, and payment in respect of that would be made by operating the item as a non scheduled item.
The schedule of quantity is only approximate and may vary as per site condition. Any items may be added or deleted as directed by Engineer-in-charge to complete the work in all respect.
Contractor will issue identity cards to all his supervisors/laborers working at site as per Proforma given by Railway.
Tenderer must read clause 10 of TENDER FORM (Second Sheet) Annex-I of Indian Railway Standard General Conditions of Contract regarding eligibility criteria alongwith all advanced correction slips up-to-date to Indian Railway Standard General Conditions of Contract, April 2022.
The bid security deposited with the tender of successful tenderer will be retained as part of security deposit . The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including bid security.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
(a)The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22ndday after the date of issue of LOA. Further, if the 60thday happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security on the strength of their registration as a Start up recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
(b)The successful bidder shall submit the Performance Guarantee (PG) in any of the following forms, amounting to 5% of the original contract value:- (i)A deposit of Cash; (ii)Irrevocable Bank Guarantee; (iii)Government Securities including State Loan Bonds at 5% below the market value; (iv)Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi)Deposit in the Post Office Saving Bank; (vii)Deposit in the National Savings Certificates; (viii)Twelve years National Defence Certificates; (ix)Ten years Defence Deposits; (x)National Defence Bonds and (xi)Unit Trust Certificates at 5% below market value or at the face value whichever is less. Also, FDR in favour of FA&CAO (free from any encumbrance) may be accepted.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format to be submitted by the bidder is enclosed as ANNEXURE-V in tender document. In addition to annexure V, in case of other than Company/Proprietary firm, Annexure-V(A) as enclosed in Tender Documents shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of above Certificate(s) by the bidder shall result in summarily rejection of his/ their bid And it shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he is qualifying the qualifying Criteria mentioned in the Tender Document. It will not be obligatory on the part of Tender Committee to scrutinize beyond the submitted document of tenderer as far as his qualification for the tender is concerned.
As per Advanced Correction Slip no. 2 to IRGCC, April 2022, in addition to Annexure-V, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
Mohasa : Construction of 10 units Type II and 2 Units type III new quarters at Mohasa station under ADEN / Lalitpur jurisdiction.
JHS-ENGG-C-2026-191~NCR
JHS-ENGG-C-2026-191
Open
Works - General
12 Months
Jhansi, Uttar Pradesh
₹0
₹5.9 L
18 Aug 2026
18 Aug 2026
31 Aug 2026
65 items across 1 schedule · ₹2,93,30,681.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 470 | 177.5 | 83,425 |
| 2 | Ordinary rock | cum | 470 | 498.9 | 2,34,483 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 910 | 196 | 1,78,360 |
| 4 | All kinds of soil | Sqm | 3200 | 34.15 | 1,09,280 |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 30 | 7,878.5 | 2,36,355 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 300 | 7,294.7 | 21,88,410 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 410 | 410.85 | 1,68,448.5 |
| 8 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 410 | 146.15 | 59,921.5 |
| 9 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 65 | 9,045.75 | 5,87,973.75 |
| 10 | cum | 200 | 11,505.5 | 23,01,100 | |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1040 | 927.25 | 9,64,340 |
| 12 | Shelves (Cast in situ) | Sqm | 15 | 927.25 | 13,908.75 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 610 | 736.4 | 4,49,204 |
| 14 | Under 20 cm wide | Metre | 300 | 208.55 | 62,565 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 35 | 951.1 | 33,288.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 24000 | 107.85 | 25,88,400 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 500 | 7,132.25 | 35,66,125 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 510 | 9,105.95 | 46,44,034.5 |
| 19 | Area of slab over 0.50 sqm | Sqm | 35 | 5,136.3 | 1,79,770.5 |
| 20 | Granite work | Metre | 55 | 510.95 | 28,102.25 |
| 21 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 410 | 1,267.95 | 5,19,859.5 |
| 22 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 85 | 2,241.8 | 1,90,553 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 135 | 2,172.1 | 2,93,233.5 |
| 24 | Fixed to steel windows by welding | Kg | 2000 | 219.1 | 4,38,200 |
| 25 | With 12 mm mild steel U beading | Sqm | 85 | 939.2 | 79,832 |
| 26 | 250x16 mm | Each | 156 | 193.7 | 30,217.2 |
| 27 | 200x10 mm | Each | 104 | 69.4 | 7,217.6 |
| 28 | 100 mm | Each | 208 | 32.55 | 6,770.4 |
| 29 | Twin rubber stopper | Each | 78 | 72.35 | 5,643.3 |
| 30 | Extruded section profile size 48x40 mm | Metre | 120 | 270.2 | 32,424 |
| 31 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 40 | 3,253.8 | 1,30,152 |
| 32 | Hot finished welded type tubes | Kg | 1500 | 194.4 | 2,91,600 |
| 33 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In- charge. | Kg | 2500 | 130.5 | 3,26,250 |
| 34 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness 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. | Sqm | 60 | 1,096.55 | 65,793 |
| 35 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 100 | 1,112.7 | 1,11,270 |
| 36 | Size of Tile 600 x 600 mm | Sqm | 680 | 1,453.65 | 9,88,482 |
| 37 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 150 | 3,186.7 | 4,78,005 |
| 38 | With residual type petroleum bitumen of grade VG -10 | Sqm | 820 | 166.2 | 1,36,284 |
| 39 | 110 mm diameter | Metre | 450 | 377.4 | 1,69,830 |
| 40 | 110 mm bend | Each | 48 | 150.35 | 7,216.8 |
| 41 | 1:4 (1 cement: 4 coarse sand) | Sqm | 6200 | 357.35 | 22,15,570 |
| 42 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 6200 | 262.7 | 16,28,740 |
| 43 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 3000 | 185.65 | 5,56,950 |
| 44 | Two or more coats on new work | Sqm | 250 | 155.9 | 38,975 |
| 45 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 440 | 1,045.65 | 4,60,086 |
| 46 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 6,767.4 | 81,208.8 |
| 47 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 12 | 1,550.6 | 18,607.2 |
| 48 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 12 | 1,683.35 | 20,200.2 |
| 49 | 610x510 mm bowl depth 200 mm | Each | 12 | 4,940.8 | 59,289.6 |
| 50 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 12 | 1,607.95 | 19,295.4 |
| 51 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 12 | 673.4 | 8,080.8 |
| 52 | 20 mm nominal dia Pipes | Metre | 360 | 537.6 | 1,93,536 |
| 53 | 20 mm nominal dia Pipes | Metre | 600 | 274.3 | 1,64,580 |
| 54 | 32 mm nominal dia Pipes | Metre | 480 | 438.6 | 2,10,528 |
| 55 | 20 mm nominal bore | Each | 24 | 462.5 | 11,100 |
| 56 | 150 mm diameter | Each | 12 | 222.35 | 2,668.2 |
| 57 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 12000 | 11 | 1,32,000 |
| 58 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 72 | 125.6 | 9,043.2 |
| 59 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 48 | 118.5 | 5,688 |
| 60 | 100 mm nominal dia | Each | 48 | 37.6 | 1,804.8 |
| 61 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 36 | 156.9 | 5,648.4 |
| 62 | 150 mm diameter | Metre | 240 | 695.8 | 1,66,992 |
| 63 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 2 | 2,890.1 | 5,780.2 |
| 64 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 330 | 495.05 | 1,63,366.5 |
| 65 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 275 | 598.6 | 1,64,615 |
| Schedule total | ₹2,93,30,681.85 | ||||
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