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Tender Value
₹25.5 Cr
EMD Value
₹14.3 L
Closing Date
9 Feb 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WA SECTION
22 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).
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.)
1.1 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.
1.3 For Works involving any civil engineering works (Sch-A+B+C) = Rs.114939023.58 Similar nature of Work: - Any Civil Engineering Work 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
1.2 For Works involving steel fabrication including prefabricated structures works (Sch-A+B+C) = Rs.14,00,70,277.43 Similar nature of Work: - Any Steel fabrication work 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
70 conditions · 6 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)
Chanderia-Development of goods shed with various amenities at.
RTM-2025-26-120~WR
RTM-2025-26-120
Open
Works - General
18 Months
Ratlam, Madhya Pradesh
₹0
₹14.3 L
9 Feb 2026
17 Jan 2026
26 Jan 2026
124 items across 3 schedules · ₹2,66,31,515 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 8000 | 180.4 | 14,43,200 |
| 2 | All kinds of soil | cum | 20000 | 205.45 | 41,09,000 |
| 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 | 16000 | 253.95 | 40,63,200 |
| 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 | 7500 | 368.65 | 27,64,875 |
| 5 | All kinds of soil | cum | 1500 | 104.5 | 1,56,750 |
| 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 | 2600 | 6,833.4 | 1,77,66,840 |
| 7 | Foundations, footings, bases for columns | Sqm | 1000 | 307.95 | 3,07,950 |
| 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 | 100 | 370.85 | 37,085 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2000 | 307.95 | 6,15,900 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 4000 | 669.55 | 26,78,200 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 766.55 | 45,993 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 50 | 608.35 | 30,417.5 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 50 | 804.25 | 40,212.5 |
| 14 | Under 20 cm wide | Metre | 40 | 181.9 | 7,276 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 814.95 | 8,149.5 |
| 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 | 100 | 9,673.5 | 9,67,350 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 250000 | 89.65 | 2,24,12,500 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 25000 | 89.65 | 22,41,250 |
| 19 | Providing and filling in position, blown bitumen in expansion joints. | cum | 10 | 63,877.35 | 6,38,773.5 |
| 20 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. | per cm depth per 100m | 1000 | 567.25 | 5,67,250 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 2578.65 | 8,683.8 | 2,23,92,480.87 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 19.57 | 10,306.2 | 2,01,692.33 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 2500 | 688.45 | 17,21,125 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,190.9 | 4,09,545 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,653.45 | 3,32,672.5 |
| 26 | Area of slab over 0.50 sqm | Sqm | 15 | 4,425.35 | 66,380.25 |
| 27 | 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 | 50 | 1,063.45 | 53,172.5 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 6 | 1,881.95 | 11,291.7 |
| 29 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 6 | 401.4 | 2,408.4 |
| 30 | With 12 mm mild steel U beading | Sqm | 5 | 812.4 | 4,062 |
| 31 | 250x16 mm | Each | 6 | 165.9 | 995.4 |
| 32 | 150x10 mm | Each | 3 | 53.05 | 159.15 |
| 33 | 100x60x2.50 mm | Each | 12 | 85.45 | 1,025.4 |
| 34 | 250x16 mm | Each | 4 | 234.9 | 939.6 |
| 35 | 150x10 mm | Each | 4 | 75.55 | 302.2 |
| 36 | 100 mm | Each | 8 | 53.25 | 426 |
| 37 | Single rubber stopper | Each | 3 | 35.5 | 106.5 |
| 38 | 1.0 mm thick | Sqm | 12 | 764 | 9,168 |
| 39 | 125 mm | Each | 6 | 100.45 | 602.7 |
| 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 | 241079.12 | 111.95 | 2,69,88,807.48 |
| 41 | Electric resistance or induction butt welded tubes | Kg | 551547 | 140.85 | 7,76,85,394.95 |
| 42 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 4 | 185.2 | 740.8 |
| 43 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 30000 | 88.5 | 26,55,000 |
| 44 | Providing and fixing bolts including nuts and washers complete. | Kg | 2500 | 140.15 | 3,50,375 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 142.3 | 2,84,600 |
| 46 | 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 | 600 | 612.25 | 3,67,350 |
| 47 | Ordinary cement without any pigment | Sqm | 30 | 928.5 | 27,855 |
| 48 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 49 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 10 | 2,038.55 | 20,385.5 |
| 50 | 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 | 10 | 935.6 | 9,356 |
| 51 | Size of Tile 600 x 600 mm | Sqm | 20 | 1,286.6 | 25,732 |
| 52 | Size of Tile 600 x 600 mm | Sqm | 20 | 1,311.05 | 26,221 |
| 53 | 40 to 50 mm thick | Sqm | 20 | 907.95 | 18,159 |
| 54 | 110 mm diameter | Metre | 60 | 319.75 | 19,185 |
| 55 | 110 mm | Each | 20 | 110.6 | 2,212 |
| 56 | 110x110x110 mm | Each | 10 | 205.45 | 2,054.5 |
| 57 | 110 mm Shoe | Each | 10 | 115.95 | 1,159.5 |
| 58 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 12000 | 671.55 | 80,58,600 |
| 59 | Gutter (600 mm over all girth) | Metre | 1400 | 1,110.6 | 15,54,840 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 200 | 282 | 56,400 |
| 61 | 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 | 200 | 442.75 | 88,550 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 60 | 253.05 | 15,183 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 200 | 214.3 | 42,860 |
| 64 | 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 | 400 | 154.45 | 61,780 |
| 65 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 66 | Two or more coats on new work | Sqm | 1000 | 121.45 | 1,21,450 |
| 67 | Door chowkhats | Each | 2 | 1,505.3 | 3,010.6 |
| 68 | Window chowkhats | Each | 2 | 948.05 | 1,896.1 |
| 69 | For door/ window/ clerestory window | Sqm | 4 | 1,046.95 | 4,187.8 |
| 70 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 100 | 2,007.1 | 2,00,710 |
| 71 | In cement mortar | cum | 50 | 1,698.45 | 84,922.5 |
| 72 | In cement mortar | cum | 100 | 2,027.1 | 2,02,710 |
| 73 | Of area 3 sq. metres and below | Each | 2 | 302.7 | 605.4 |
| 74 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 500 | 219.75 | 1,09,875 |
| 75 | 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 | 1000 | 219.35 | 2,19,350 |
| 76 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 20000 | 180.5 | 36,10,000 |
| 77 | 63 mm to 45 mm size stone aggregate | cum | 3500 | 1,624.5 | 56,85,750 |
| 78 | 53 mm to 22.4 mm size stone aggregate | cum | 3500 | 1,837.25 | 64,30,375 |
| 79 | Moorum | cum | 5000 | 888.3 | 44,41,500 |
| 80 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 10000 | 865.8 | 86,58,000 |
| 81 | Cement concrete prepared with batch mixing machine | cum | 3505.4 | 9,492.9 | 3,32,76,411.66 |
| 82 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 3500 | 10,006.65 | 3,50,23,275 |
| 83 | Orissa pattern W.C. pan of size 580x440 mm | Each | 2 | 2,758.2 | 5,516.4 |
| 84 | Orissa pattern W.C. pan 580x440 mm | Each | 2 | 414.75 | 829.5 |
| 85 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 2 | 2,403.65 | 4,807.3 |
| 86 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 299.35 | 598.7 |
| 87 | 10 litre capacity - White | Each | 4 | 1,023.05 | 4,092.2 |
| 88 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 2 | 131.65 | 263.3 |
| 89 | 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 | 3 | 1,382.3 | 4,146.9 |
| 90 | Flat back wash basin of size 550x400 mm | Each | 4 | 915.45 | 3,661.8 |
| 91 | 32 mm dia | Each | 7 | 104.35 | 730.45 |
| 92 | Oval shape 450x350 mm (outer dimensions) | Each | 4 | 1,157.4 | 4,629.6 |
| 93 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 3 | 149.95 | 449.85 |
| 94 | 20 mm nominal dia Pipes | Metre | 100 | 325.1 | 32,510 |
| 95 | 25 mm nominal dia Pipes | Metre | 50 | 408.55 | 20,427.5 |
| 96 | 50 mm nominal dia Pipes | Metre | 1500 | 927 | 13,90,500 |
| 97 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 98 | 50 to 80 mm nominal bore | Each | 2 | 1,513.7 | 3,027.4 |
| 99 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 100 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 101 | 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 | 8000 | 9.7 | 77,600 |
| 102 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 10 | 170.05 | 1,700.5 |
| 103 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 10 | 183.4 | 1,834 |
| 104 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 5 | 194.15 | 970.75 |
| 105 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 20 | 96.45 | 1,929 |
| 106 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 45.25 | 452.5 |
| 107 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 5 | 459.4 | 2,297 |
| 108 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 10 | 136.6 | 1,366 |
| 109 | 15 mm nominal bore with 45 cm length | Each | 10 | 107.9 | 1,079 |
| 110 | 25mm nominal bore, weighing not less than 62 gms | Each | 5 | 100.55 | 502.75 |
| 111 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 466.3 | 18,652 |
| 112 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 564.8 | 22,592 |
| 113 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 5 | 1,325.55 | 6,627.75 |
| 114 | Upto 5mm depth and 5 mm width | Metre | 20 | 85.25 | 1,705 |
| 115 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 10 | 560.85 | 5,608.5 |
| 116 | Frame size 45 x 70 mm | Metre | 25 | 632.25 | 15,806.25 |
| 117 | 30 mm thick | Sqm | 10 | 4,327.7 | 43,277 |
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