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Tender Value
₹5.3 Cr
EMD Value
₹10.7 L
Closing Date
14 Jul 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN 1
23 conditions · 4 needing a document upload
10.2. Financial Eligibility Criteria: 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.
Each page of the copy of documents/certificates in support of Special Financial Criteria, submitted by the tenderer, shall be self attested/ digitally signed by the tenderer or authorized representative of the tendering firm. Self attestation shall include signature, stamp and date (on each page).
Note Explanation for clause 10 including 10.2 contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC- April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
10 Eligiblity criteria: -10.1 (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) (i) 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 Contract or 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 notarised, 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 fulfilment 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 of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note:- Substantially Completed Work :- Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. Note for item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
The tenderer in support of his/their claim of qualifying the laid down "Technical Eligibility Criteria" must submit Experience Certificate as per format prescribed in Annexure "W" duly self attested/digitally signed on each page (Self Attestation shall include signature, date & stamp of the tenderer.
Each page of the copy of the documents/ certificates in support of Special Technical Criteria, submitted by the tenderer, shall be duly self attested/digitally signed by the tenderer (Self Attestation shall include signature, date & stamp of the tenderer).
Tenderer has to submit details of Employment/partnership etc of Retired Railway Employees as per Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up- todate and as given in para 24.1 of "General instructions to tenderer" attached with tender document. Tender without the information above referred to or a statement to the effect that no such retired engineer or retired Gazetted Officer is so associated with the tenderer, as the case may be, shall b e rejected. Format given in Annexure-J in attached documents.
Note Explanation for clause 10 including 10.1, contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
As per Rly Bd's letter No.2017/Trans/01/Policy, dt.08.02.2018 Multiple L1:- In case of more than one L-1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year up to the date of opening of tender may be selected for award.
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Extension of PF1 & PF2 at Chakarbhata to accommodate 24 LHB Coaches alongwith Passenger Amenities.
E-R-T-53-26-27
E-R-T-53-26-27
Open
Works - General
9 Months
Raipur, Chhattisgarh
₹0
₹10.7 L
14 Jul 2026
16 Jun 2026
30 Jun 2026
91 items across 1 schedule · ₹5,22,19,252.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 980 | 177.5 | 1,73,950 |
| 2 | All kinds of soil. | cum | 254 | 260.3 | 66,116.2 |
| 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 | 118 | 196 | 23,128 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 6850 | 700.5 | 47,98,425 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 147 | 2,123.75 | 3,12,191.25 |
| 6 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 12 | 8,340.85 | 1,00,090.2 |
| 7 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%). | cum | 305 | 8,127.8 | 24,78,979 |
| 8 | 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 | 86 | 7,878.5 | 6,77,551 |
| 9 | 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 | 160 | 7,294.7 | 11,67,152 |
| 10 | 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 | 6 | 7,178.75 | 43,072.5 |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 30 | 6,812 | 2,04,360 |
| 12 | Foundations, footings, bases for columns | Sqm | 65 | 392.15 | 25,489.75 |
| 13 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 12 | 9,212.6 | 1,10,551.2 |
| 14 | 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 | 57 | 9,045.75 | 5,15,607.75 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1059 | 392.15 | 4,15,286.85 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1485 | 842.5 | 12,51,112.5 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 80 | 927.25 | 74,180 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 88 | 736.4 | 64,803.2 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 182 | 961.3 | 1,74,956.6 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 24 | 951.1 | 22,826.4 |
| 21 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 495 | 10,585.9 | 52,40,020.5 |
| 22 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 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 | 180 | 13,899.2 | 25,01,856 |
| 23 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 33727 | 107.85 | 36,37,456.95 |
| 24 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 65600 | 107.85 | 70,74,960 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 35 | 9,504.75 | 3,32,666.25 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 260 | 9,655.7 | 25,10,482 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 24 | 9,860.4 | 2,36,649.6 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 290 | 10,011.35 | 29,03,291.5 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 28 | 7,132.25 | 1,99,703 |
| 30 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). | Sqm | 60 | 711.5 | 42,690 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 78 | 9,095.05 | 7,09,413.9 |
| 32 | Area of slab upto 0.50 sqm | Sqm | 48 | 5,413.5 | 2,59,848 |
| 33 | Area of slab over 0.50 sqm | Sqm | 56 | 5,136.3 | 2,87,632.8 |
| 34 | 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 | 280 | 1,267.95 | 3,55,026 |
| 35 | 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 | 8 | 1,800.45 | 14,403.6 |
| 36 | Fixed to steel windows by welding | Kg | 480 | 219.1 | 1,05,168 |
| 37 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 48 | 492.7 | 23,649.6 |
| 38 | 30 mm thick plain PVC door shutters | Sqm | 24 | 3,182.95 | 76,390.8 |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 4000 | 117.35 | 4,69,400 |
| 40 | 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 | 14000 | 133.7 | 18,71,800 |
| 41 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 600 | 97.2 | 58,320 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1972 | 172.6 | 3,40,367.2 |
| 43 | Dark shade pigment using ordinary cement | Sqm | 32 | 1,442.15 | 46,148.8 |
| 44 | Dark shade pigment using ordinary cement | Sqm | 56 | 1,119.5 | 62,692 |
| 45 | Ordinary cement without any pigment | Sqm | 865 | 1,056.35 | 9,13,742.75 |
| 46 | 25 mm thick | Sqm | 432 | 1,948.25 | 8,41,644 |
| 47 | 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 | 100 | 1,096.55 | 1,09,655 |
| 48 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 280 | 1,330 | 3,72,400 |
| 49 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 60 | 4,481.3 | 2,68,878 |
| 50 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 50 | 1,029.65 | 51,482.5 |
| 51 | 75 mm diameter | Metre | 160 | 248.8 | 39,808 |
| 52 | 110 mm diameter | Metre | 192 | 377.4 | 72,460.8 |
| 53 | 110 mm | Each | 80 | 371.3 | 29,704 |
| 54 | 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 | 600 | 738.65 | 4,43,190 |
| 55 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 347.05 | 1,04,115 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 376 | 383 | 1,44,008 |
| 58 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 100 | 262.7 | 26,270 |
| 59 | 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 | 100 | 185.65 | 18,565 |
| 60 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1320 | 116.9 | 1,54,308 |
| 61 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1870 | 160.6 | 3,00,322 |
| 62 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 40 | 170.7 | 6,828 |
| 63 | Two or more coats on new work | Sqm | 56 | 155.9 | 8,730.4 |
| 64 | One or more coats on old work | Sqm | 1400 | 96 | 1,34,400 |
| 65 | Moorum | cum | 4661 | 768.25 | 35,80,813.25 |
| 66 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 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 9 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) | Metre | 600 | 375.8 | 2,25,480 |
| 67 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 248 | 2,017.6 | 5,00,364.8 |
| 68 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 16 | 6,767.4 | 1,08,278.4 |
| 69 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,301.75 | 18,414 |
| 70 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,648.95 | 6,595.8 |
| 71 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 8 | 4,048.65 | 32,389.2 |
| 72 | 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 | 8 | 1,607.95 | 12,863.6 |
| 73 | 25 mm nominal dia Pipes | Metre | 96 | 401.55 | 38,548.8 |
| 74 | 15 mm nominal dia Pipes | Metre | 200 | 497.8 | 99,560 |
| 75 | 50 mm nominal dia Pipes | Metre | 520 | 794.25 | 4,13,010 |
| 76 | 25 mm dia nominal bore | Metre | 500 | 551.7 | 2,75,850 |
| 77 | 15 mm dia nominal bore | Metre | 136 | 580.45 | 78,941.2 |
| 78 | 15 mm dia nominal bore | Metre | 196 | 322.15 | 63,141.4 |
| 79 | 25 mm dia nominal bore | Metre | 96 | 467.75 | 44,904 |
| 80 | 50 mm dia nominal bore | Metre | 400 | 762.15 | 3,04,860 |
| 81 | 50 to 80 mm nominal bore | Each | 10 | 1,785.35 | 17,853.5 |
| 82 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 83 | 15 mm nominal bore | Each | 12 | 406.85 | 4,882.2 |
| 84 | 15 mm nominal bore | Each | 10 | 318.35 | 3,183.5 |
| 85 | 50 mm nominal bore | Each | 10 | 823.8 | 8,238 |
| 86 | 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 | 16000 | 11 | 1,76,000 |
| 87 | 15 mm nominal bore | Each | 8 | 506.8 | 4,054.4 |
| 88 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 32 | 196.75 | 6,296 |
| 89 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 12 | 112.8 | 1,353.6 |
| 90 | 100 mm nominal dia | Each | 12 | 37.6 | 451.2 |
| 91 | 150 mm diameter | Metre | 80 | 695.8 | 55,664 |
| Schedule total | ₹5,22,19,252.2 | ||||
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