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Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
10 Sept 2026, 1:30 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN/5/PRYJ
17 conditions · 5 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.
BID CAPACITY: Bid capacity will be evaluated for the works having an advertised value of more than 10 crores and all details required as per Annx-VI of IRGCC-2022 as amended from time to time to be submitted.
Balance sheet for the 4th previous year (i.e. FY 2022-23 or as applicablefor the instance tender) as per para 10.2 of GCC-2022 and para 4.15.2 ofthe tender document shall be considered in evaluation of financialeligibility criteria only when it is clearly certified in Annex-VI B or a selfdeclared certificate duly signed by chartered accountant stating that thebalance sheet of last financial year (i.e. FY 2025-26 or as applicable forthe instance tender) has not been audited/yet to be prepared
35 conditions · 11 needing a document upload
Please submit bank details of the firm / individual/ JV / partnership etc. i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, PAN Number and other necessary & relevant documents.
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 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 furnish documents in support of your claim to fulfill the eligibility criteria as mentioned in the tender documents. Each page of the copy of documents / certificates in support of credentials, submitted by the you, shall be self-attested / digitally signed by the you or authorized representative of the your firm. Only those documents which are declared explicitly by you as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating the offer or otherwise available in the offer.
Please furnish statement of deviations from tender conditions, if any.
Requisite documents proving technical eligibility criteria and financial eligibility criteria has been uploaded along with those required as per explanation given in clause 10 of IRGCC-2022 (Works Matter).
Tenderers who is/are not borne on the approved list of the contractors of North Central Railway shall submit along with his/their tender as per clause 11 of IRGCC-2022 (Works Matter), as applicable.
All requisite valid documents regarding constitution of business of the bidding firm should be submitted along with the tender as per clause 14 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate. Reference: para 15 of IRGCC-2022 (Works matter),otherwise their offer will be considered incomplete and shall not be considered.
Joint Venture firms, if applicable in the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 17 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Partnership firms, if bidding for the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 18 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority. If any Tax/Royalty/Octori is quoted extra, the same will neither be considered for evaluation of the tender nor will be paid. However any changes in rate of taxes or any new tax /cess on Works Contract will be dealt according to clause 37 of IRGCC-2022 (Works Matter).
Tenderers are advised to visit the site of work to ascertain all aspects of the site conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encountered in course of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening (inclusive) as there will not be any separate communication for that.
The tenderer for carrying any construction work in Uttar Pradesh must get themselves registered from the registering Officer under Section - 7 of the Building and Other Construction Workers Act, 1996 and rules made there-to by the Uttar Pradesh Govt. and submit certificate of Registration (Labour Department). For enactment of this Act, the tenderer shall be required to pay cess @ 1% of cost of construction work to be deducted from each bill.
The contractor(s) shall observe all the formalities, perform all the acts and abide by all the provisions contained in the Contract Labour Act-1970 and Contract Labour Central Rules, 1971 which in addition to other stipulations provides that the contractor(s) shall obtain license(s) from appropriate licensing officer of the area before commencement of the work and shall produce a copy thereof along with the original to the Railway office, which will be returned to the contractor after verification.
If any complaint is received against the contractor regarding violation of contract laws, (exposing Principal Employer to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure, apart from initiating criminal proceedings against him with the help of Labour department officials. (Authority: RB letter no.2008/E (LI)/AT/CNR/3, dated 24.01.2018).
It is the responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRGCC-2022 (works matter) is for reference only. Any correction issued by competent authority up to date of opening will be applicable. Tenderer should quote accordingly.
Though no minimum eligibility criteria is specified for tenders below Rs. 50.00 Lakhs, tenderers are advised to upload documents so that their financial capacity, capability & past performance to undertake the tendered work can be adjudged during evaluation of their offer. Documents testifying tenderer previous experience for the type of job for which tender is invited with list of works carried out in the past and financial status should be produced along with the tender.
The provision of Construction and Demolition Waste Management Rule 2016 issued by Ministry of Environment Forest and Climate Change dated 29.03.2016 and published in the Gazette of India, Part - II, Section -3, Sub-section (ii) are binding upon the Contractor. Contractor shall implement these provisions at worksites, for which no extra payment will be payable.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-A. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid.
It is to be noted that tenderer digital signature on the E-Tender form will be considered as confirmation that tenderer have read and accepted all the conditions laid down in the documents as well as related specification of items,schedule & quantity of items in the tender, consisting of techno-commercial offer form (including special conditions attached to E-Tender) and Financial offer form, unless specific deviation is quoted in the techno- commercial offer form.
The quantities shown in the attached Schedule are given as a guide and are approximate only and are as a guide to give the tenderer(s) an idea of quantum of work involved. Quantities are subject to variation according to the needs of the Railway. The Railway does not guarantee work under each item of the Schedule. The Railway reserves the right to increase/ decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
In case of any information submitted by tenderer is found to be false forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Earnest Money Deposit besides banning of business for a period of upto two years. In case of any information submitted by tenderer is found to be false forged or incorrect after the award of contract, the contract shall be terminated. Earnest Money Deposit (EMD), Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto two years.
The tenderer has to submit necessary documents in compliance of clause 10 to 18 (Part-I) of IRGCC 2022 (Works matter) mandatorily, otherwise offer will be considered as Incomplete Offer and accordingly shall not be considered.
(a) Augmentation of classrooms & Hostel at CETA Kanpur under ADEN/HQ/II/CNB. (b) Upgradation of CETA school classroom facilities and CCTV for school campus and CETA hostel under ADEN/HQ/II/CNB.
6720262027-146~NCR
6720262027-146
Open
Works - General
8 Months
Prayagraj, Uttar Pradesh
₹0
₹5.3 L
18 Aug 2026
18 Aug 2026
27 Aug 2026
93 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 100 | 260.3 | 26,030 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 352.15 | 35,215 |
| 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 | 50 | 196 | 9,800 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 5 | 2,123.75 | 10,618.75 |
| 5 | All kinds of soil | Sqm | 300 | 34.15 | 10,245 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 25 | 7,178.75 | 1,79,468.75 |
| 7 | 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 | 5 | 9,895.2 | 49,476 |
| 8 | 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 | 15 | 410.85 | 6,162.75 |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 100 | 18.15 | 1,815 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 400 | 927.25 | 3,70,900 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 150 | 736.4 | 1,10,460 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 150 | 961.3 | 1,44,195 |
| 14 | Hot rolled deformed bars | Kg | 4000 | 107.85 | 4,31,400 |
| 15 | Hot rolled deformed bars | Kg | 6000 | 107.85 | 6,47,100 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 38 | 9,504.75 | 3,61,180.5 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 55 | 9,860.4 | 5,42,322 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 31 | 733.5 | 22,738.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 22 | 7,132.25 | 1,56,909.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 52 | 9,105.95 | 4,73,509.4 |
| 21 | Area of slab over 0.50 sqm | Sqm | 150 | 5,136.3 | 7,70,445 |
| 22 | 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 | 400 | 1,267.95 | 5,07,180 |
| 23 | Second class teak wood | cum | .3 | 1,42,949.7 | 42,884.91 |
| 24 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 75 | 2,241.8 | 1,68,135 |
| 25 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 36 | 1,800.45 | 64,816.2 |
| 26 | 20 mm dia (heavy type) | Metre | 90 | 175 | 15,750 |
| 27 | 100X58X1.90 mm | Each | 100 | 107.1 | 10,710 |
| 28 | 200x10 mm | Each | 62 | 358.4 | 22,220.8 |
| 29 | 300x16x5 mm | Each | 60 | 322.2 | 19,332 |
| 30 | 125 mm | Each | 62 | 256.65 | 15,912.3 |
| 31 | Providing and fixing aluminium extruded section body tubular type universal 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 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 36 | 983.15 | 35,393.4 |
| 32 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 90 | 10,874.2 | 9,78,678 |
| 33 | Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 meter). | Sqm | 50 | 12,496.05 | 6,24,802.5 |
| 34 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 450 | 133.7 | 60,165 |
| 35 | Hot finished welded type tubes | Kg | 300 | 194.4 | 58,320 |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 400 | 172.6 | 69,040 |
| 37 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 75 | 1,056.15 | 79,211.25 |
| 38 | 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 | 125 | 1,096.55 | 1,37,068.75 |
| 39 | Size of Tile 600 x 600 mm | Sqm | 300 | 1,502.75 | 4,50,825 |
| 40 | 110 mm diameter | Metre | 125 | 377.4 | 47,175 |
| 41 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 42 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 43 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 44 | 110 mm | Each | 10 | 371.3 | 3,713 |
| 45 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 100 | 738.65 | 73,865 |
| 46 | 1:4 (1 cement: 4 coarse sand) | Sqm | 600 | 357.35 | 2,14,410 |
| 47 | 1:4 (1 cement: 4 coarse sand) | Sqm | 700 | 411.75 | 2,88,225 |
| 48 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 300 | 156.05 | 46,815 |
| 49 | Two coats | Sqm | 3000 | 137.45 | 4,12,350 |
| 50 | One or more coats on old work | Sqm | 3000 | 102.8 | 3,08,400 |
| 51 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 500 | 112.9 | 56,450 |
| 52 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 2000 | 120.75 | 2,41,500 |
| 53 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 8 | 2,434.25 | 19,474 |
| 54 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 55 | Of area 3 sq. metres and below | Each | 120 | 367.2 | 44,064 |
| 56 | For thickness of tiles 10 mm to 25 mm | Sqm | 400 | 73.4 | 29,360 |
| 57 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 120 | 266.45 | 31,974 |
| 58 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 400 | 54.65 | 21,860 |
| 59 | Disposal of building rubbish / malba / similar unserviceable, 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 involved. | cum | 100 | 263.95 | 26,395 |
| 60 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 200 | 131.75 | 26,350 |
| 61 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 200 | 402.95 | 80,590 |
| 62 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 250 | 1,091.5 | 2,72,875 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 8,006.6 | 40,033 |
| 65 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 8 | 12,071.75 | 96,574 |
| 66 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 10 | 3,960.55 | 39,605.5 |
| 67 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,683.35 | 16,833.5 |
| 68 | 32 mm dia | Each | 20 | 119.55 | 2,391 |
| 69 | 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 | 10 | 1,607.95 | 16,079.5 |
| 70 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 50 | 1,151.9 | 57,595 |
| 71 | 100 mm dia pipe | Each | 8 | 198.15 | 1,585.2 |
| 72 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 598.5 | 3,591 |
| 73 | Sand cast iron S&S as per IS - 1729 | Each | 3 | 726.55 | 2,179.65 |
| 74 | Sand cast iron S&S as per IS: 3989 | Each | 3 | 1,996.5 | 5,989.5 |
| 75 | 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 | 24 | 673.4 | 16,161.6 |
| 76 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 12 | 18,212.9 | 2,18,554.8 |
| 77 | 15 mm nominal dia Pipes | Metre | 50 | 286.8 | 14,340 |
| 78 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 79 | 15 mm nominal dia Pipes | Metre | 100 | 497.8 | 49,780 |
| 80 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 81 | 15 mm nominal bore | Each | 25 | 353.25 | 8,831.25 |
| 82 | 15 mm nominal bore | Each | 10 | 97.75 | 977.5 |
| 83 | 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 | 4000 | 11 | 44,000 |
| 84 | 15 mm nominal bore | Each | 50 | 506.8 | 25,340 |
| 85 | 15 mm nominal bore | Each | 15 | 670.45 | 10,056.75 |
| 86 | 15mm nominal bore | Each | 40 | 574.3 | 22,972 |
| 87 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 40 | 161.2 | 6,448 |
| 88 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 208.45 | 2,084.5 |
| 89 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 10 | 182.1 | 1,821 |
| 90 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,505.25 | 37,631.25 |
| 91 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 250 | 1,684.6 | 4,21,150 |
| 92 | Frame size 50 x 100 mm | Metre | 200 | 947.7 | — |
| 93 | 35 mm thick | Sqm | 50 | 5,015.35 | — |
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