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Tender Value
₹71.2 Cr
EMD Value
₹37.1 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Two Stage Reverse Auction
Yes
10/12/2025 08:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
WA SECTION
21 conditions · 7 needing a document upload
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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
The tenderer should submit valid electrical contractor's license issued by any Government & should submit copy of the same along with the offer failing to which offer will not consider as technically suitable. (Electrical License on the Name of agency / person who will supervise and execute the Electrical work).
For tenders having advertised value more than Rs. 20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.)
Definition Of Similar Work: - 1)Construction of buildings work Amount Rs. 60,75,04,358.62 i.e 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.)
Definition Of Similar Work: 2)Wiring/ Re-wiring in buildings with associated electrical works like control gear and protection arrangements in residential buildings or service buildings or railway stations /yards or colony/highway lightings. OR Lighting arrangement in buildings, circulating area, yard, street etc. with associated electrical works. OR Wiring/Rewiring, Lighting arrangement in buildings with associated electrical works. Amount Rs. 10,48,43,172.18 i.e 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.)
71 conditions · 8 needing a document upload
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.
CPWD DSR-2021 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53.)
Applicability of rules for this tender
GCC-April 2022 with upto date correction slip.
CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-CODES AND RAILWAY CODES AND MANUALS.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract-April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials)Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT).)
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head quarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
Ujjain - Providing crowd holding Building (G+2) near PF 08, Bhopal end to accommodate passengers/duty staff Building no. 01 (Simhastha 2028) (Composite - civil + electrical) Ujjain - Providing crowd holding Building (G+2) near PF 08, Bhopal end to accommodate passengers/duty staff Building no. 02 (Simhastha 2028). (Composite - civil + electrical) Ujjain - Providing crowd holding Building (G+2) near PF 08, Nagda end near FOB to accommodate passengers/duty staff Building no. 03 (Simhastha 2028). (Composite - civil + electrical) Ujjain - Providing crowd holding Building (G+2) near PF 01, near running room to accommodate passengers/duty staff Building no. 04 (Simhastha 2028) (Composite - civil + electrical)
RTM-2025-26-155~WR
RTM-2025-26-155
Open
Works - General
18 Months
Ratlam, Madhya Pradesh
₹0
₹37.1 L
26 Dec 2025
4 Dec 2025
12 Dec 2025
10 Dec 2025
248 items across 4 schedules · ₹90,67,76,941.26 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 3km | cum | 18544 | 227.31 | 42,15,236.64 |
| 2 | All kinds of soil | cum | 31264 | 205.45 | 64,23,188.8 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 19080 | 253.95 | 48,45,366 |
| 4 | All kinds of soil | cum | 19080 | 104.5 | 19,93,860 |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1052 | 7,226.95 | 76,02,751.4 |
| 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 | 1164 | 6,833.4 | 79,54,077.6 |
| 7 | Foundations, footings, bases for columns | Sqm | 572 | 307.95 | 1,76,147.4 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4668 | 307.95 | 14,37,510.6 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1696 | 669.55 | 11,35,556.8 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 19080 | 766.55 | 1,46,25,774 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 12952 | 608.35 | 78,79,349.2 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 14840 | 804.25 | 1,19,35,070 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 636 | 657.75 | 4,18,329 |
| 14 | Under 20 cm wide | Metre | 3456 | 181.9 | 6,28,646.4 |
| 15 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 38160 | 319.25 | 1,21,82,580 |
| 16 | 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 | 104 | 9,673.5 | 10,06,044 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1334000 | 89.65 | 11,95,93,100 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1086000 | 89.65 | 9,73,59,900 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 8400 | 8,683.8 | 7,29,43,920 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 7600 | 10,306.2 | 7,83,27,120 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 3816 | 688.45 | 26,27,125.2 |
| 22 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 424 | 5,549.95 | 23,53,178.8 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6120 | 8,288.35 | 5,07,24,702 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 1600 | 4,679.35 | 74,86,960 |
| 25 | Area of slab over 0.50 sqm | Sqm | 1800 | 4,425.35 | 79,65,630 |
| 26 | 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 | 6360 | 1,063.45 | 67,63,542 |
| 27 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with 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: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 5088 | 4,474.2 | 2,27,64,729.6 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 1228 | 3,086.1 | 37,89,730.8 |
| 29 | Size 50 mm | Each | 800 | 286.3 | 2,29,040 |
| 30 | 300x16 mm | Each | 1084 | 260.3 | 2,82,165.2 |
| 31 | 150x10 mm | Each | 980 | 75.55 | 74,039 |
| 32 | 125 mm | Each | 1164 | 60.05 | 69,898.2 |
| 33 | Twin rubber stopper | Each | 800 | 62.25 | 49,800 |
| 34 | Triple strip vertical type | Each | 4240 | 44.85 | 1,90,164 |
| 35 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) | Each | 4240 | 17.65 | 74,836 |
| 36 | 30 mm thick pre laminated PVC door shutters | Sqm | 340 | 2,455.1 | 8,34,734 |
| 37 | With 12 mm mild steel U beading | Sqm | 1272 | 1,051.75 | 13,37,826 |
| 38 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 2968 | 2,563.75 | 76,09,210 |
| 39 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. | Sqm | 1272 | 2,339.6 | 29,75,971.2 |
| 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 | 63600 | 111.95 | 71,20,020 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 83200 | 142.3 | 1,18,39,360 |
| 42 | 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 approval 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.). | Kg | 21200 | 612.25 | 1,29,79,700 |
| 43 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 316 | 7,958.65 | 25,14,933.4 |
| 44 | 25 mm thick | Sqm | 7600 | 1,706.6 | 1,29,70,160 |
| 45 | Size of Tile 1000x1000 mm | Sqm | 10600 | 2,551.95 | 2,70,50,670 |
| 46 | Size of Tile 600 x 600 mm | Sqm | 1560 | 1,286.6 | 20,07,096 |
| 47 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1696 | 2,589.9 | 43,92,470.4 |
| 48 | 12 mm thick | Sqm | 2120 | 888.2 | 18,82,984 |
| 49 | 110 mm diameter | Metre | 424 | 319.75 | 1,35,574 |
| 50 | 110 mm | Each | 104 | 119.95 | 12,474.8 |
| 51 | 110x110x110 mm | Each | 104 | 205.45 | 21,366.8 |
| 52 | 110x110x110 mm | Each | 104 | 190.75 | 19,838 |
| 53 | 110 mm bend | Each | 212 | 132 | 27,984 |
| 54 | GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 11024 | 1,871.8 | 2,06,34,723.2 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 50880 | 282 | 1,43,48,160 |
| 56 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 8480 | 442.75 | 37,54,520 |
| 57 | 1:3 (1 cement : 3 fine sand) | Sqm | 19080 | 253.05 | 48,28,194 |
| 58 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 69960 | 214.3 | 1,49,92,428 |
| 59 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 8400 | 162.35 | 13,63,740 |
| 60 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 69600 | 154.45 | 1,07,49,720 |
| 61 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 212 | 2,007.1 | 4,25,505.2 |
| 62 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 84 | 2,928.1 | 2,45,960.4 |
| 63 | Moorum | cum | 16800 | 888.3 | 1,49,23,440 |
| 64 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 1696 | 7,399.2 | 1,25,49,043.2 |
| 65 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 5,781.35 | 1,15,627 |
| 66 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 8 | 15,115.4 | 1,20,923.2 |
| 67 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 200 | 2,040.85 | 4,08,170 |
| 68 | Providing and fixing 600x450 mm beveled 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 | 144 | 1,411.15 | 2,03,205.6 |
| 69 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 200 | 204.7 | 40,940 |
| 70 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 100 | 600.35 | 60,035 |
| 71 | Providing and fixing white vitreous china extended wall mounting water closet of 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. | Each | 200 | 13,036.55 | 26,07,310 |
| 72 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 6000 | 439.9 | 26,39,400 |
| 73 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 1696 | 419.25 | 7,11,048 |
| 74 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 1696 | 568.6 | 9,64,345.6 |
| 75 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 4080 | 1,223.9 | 49,93,512 |
| 76 | 15 mm nominal bore | Each | 608 | 303.85 | 1,84,740.8 |
| 77 | 15 mm nominal bore | Each | 404 | 303.85 | 1,22,755.4 |
| 78 | 15 mm nominal bore | Each | 80 | 74.8 | 5,984 |
| 79 | 20 mm nominal bore | Each | 80 | 81.5 | 6,520 |
| 80 | 100 mm diameter | Each | 200 | 166.35 | 33,270 |
| 81 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 16 | 1,712.15 | 27,394.4 |
| 82 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 16 | 9,630.65 | 1,54,090.4 |
| 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. | Litre | 160000 | 9.7 | 15,52,000 |
| 84 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 104 | 109.85 | 11,424.4 |
| 85 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 200 | 169.7 | 33,940 |
| 86 | 250 mm diameter | Metre | 2120 | 1,293.9 | 27,43,068 |
| 87 | 250 mm diameter S.W. pipe | Metre | 2120 | 1,476.35 | 31,29,862 |
| 88 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 2968 | 474.7 | 14,08,909.6 |
| 89 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 2968 | 573.4 | 17,01,851.2 |
| 90 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 800 | 1,325.55 | 10,60,440 |
| Schedule total | ₹77,77,17,641.84 | ||||
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