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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹28.5 Cr
EMD Value
₹15.8 L
Closing Date
6 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SRDEN EST
17 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following 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 each 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 of the following 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. (For more details refer attached documents).
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.
For more details refer attached documents
Similar nature of work - Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
17 conditions · 5 needing a document upload
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.The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33x Nx B Where, A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N= Number of years prescribed for completion of work for which bids has been invited. B = Exiting commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting the tender. Note: (a) The Tenderer(s) shall furnish the details of - (i) Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A, and (ii) Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (b) In case if a bidder is JV, the tenderer(s) must furnish the details of (i) Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating A, and (ii) Existing commitments and balance amount of ongoing works with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each member of JV either in individual capacity or as a member of other JV but yet not started upto the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (c) Value of a completed work/work in progress/work awarded but yet not started for a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above mentioned bid capacity in the tender under consideration. (d) The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e) In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be rejected summarily. (f) The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of work put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria/tender requirement.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form, Annexure V A, Annexure VIB, Check list, GCCApril2022, GCC ACS 1 to 10, Safety rules, special condition above 1 crore, Special Condition Civil, Scope of work, Rly Board letter subsection.
(Two Packet) Trombay Goods shed: Development of Goods Handing Facilities (Construction of HL platform (700x20) with COP and Concrete circulating area etc.
CR-DRMWBB-2025-43-01~CR
CR-DRMWBB-2025-43-01
Open
Works - General
18 Months
Mumbai, Maharashtra
₹0
₹15.8 L
6 Jan 2026
12 Dec 2025
23 Dec 2025
138 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum 3300 | — | 494.1 | 16,30,530 |
| 2 | All kinds of soil | cum 1100 | — | 177.5 | 1,95,250 |
| 3 | Ordinary rock | cum | 22 | 498.9 | 10,975.8 |
| 4 | All kinds of soil. | cum 2200 | — | 260.3 | 5,72,660 |
| 5 | 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 5400 | — | 196 | 10,58,400 |
| 6 | 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 4700 | — | 700.5 | 32,92,350 |
| 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 2800 | — | 7,878.5 | 2,20,59,800 |
| 8 | Foundations, footings, bases for columns | Sqm 6000 | — | 392.15 | 23,52,900 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm 1800 | — | 842.5 | 15,16,500 |
| 10 | 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 | 6 | 8,340.85 | 50,045.1 |
| 11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 30 | 495.75 | 14,872.5 |
| 12 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 200 | 749.3 | 1,49,860 |
| 13 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 20 | 8,986.15 | 1,79,723 |
| 14 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 20 | 9,341.8 | 1,86,836 |
| 15 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum 8500 | — | 9,794.7 | 8,32,54,950 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 52 | 392.15 | 20,391.8 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 927.25 | 1,85,450 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 50 | 736.4 | 36,820 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 961.3 | 1,92,260 |
| 20 | 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 | 12 | 10,585.9 | 1,27,030.8 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 235000 | — | 107.85 | 2,53,44,750 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 4000 | — | 9,504.75 | 3,80,19,000 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 9,860.4 | 5,91,624 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 900 | 733.5 | 6,60,150 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 7,370.65 | 1,47,413 |
| 26 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 80 | 10,195.45 | 8,15,636 |
| 27 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 80 | 8,333.65 | 6,66,692 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 6 | 3,414.8 | 20,488.8 |
| 29 | Area of slab over 0.50 sqm | Sqm | 6 | 3,078.4 | 18,470.4 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 6 | 5,413.5 | 32,481 |
| 31 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 32 | Marble work | Metre | 12 | 298.6 | 3,583.2 |
| 33 | Granite work | Metre | 12 | 510.95 | 6,131.4 |
| 34 | Metre | 6 | 568.55 | 3,411.3 | |
| 35 | Granite Stone of approved shade | Sqm | 6 | 4,051.85 | 24,311.1 |
| 36 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 12 | 10,414.8 | 1,24,977.6 |
| 37 | 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 | 200 | 1,267.95 | 2,53,590 |
| 38 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 35 | 2,172.1 | 76,023.5 |
| 39 | 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 | 18 | 462.35 | 8,322.3 |
| 40 | 20 mm dia (heavy type) | Metre | 12 | 175 | 2,100 |
| 41 | 25 mm dia (heavy type) | Metre | 12 | 186.4 | 2,236.8 |
| 42 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 2000 | — | 238.35 | 4,76,700 |
| 43 | 100x58x1.90 mm | Each 29.29 | — | 45 | 1,318.05 |
| 44 | 100x75x3.50 mm | Each | 22 | 62.05 | 1,365.1 |
| 45 | 250x16 mm | Each | 18 | 193.7 | 3,486.6 |
| 46 | 200x10 mm | Each | 18 | 69.4 | 1,249.2 |
| 47 | 100 mm | Each | 18 | 32.55 | 585.9 |
| 48 | Extruded section profile size 42x50 mm | Metre | 52 | 331.35 | 17,230.2 |
| 49 | 1.0 mm thick | Sqm | 70 | 897.3 | 62,811 |
| 50 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 3.3 | 12,372.25 | 40,828.43 |
| 51 | Using R3 series with frame (55mm & above) x (45mm & above) & sash (55mm & above) x (65mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 1.8 meter). | Sqm | 6 | 12,472.95 | 74,837.7 |
| 52 | Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. | Each | 6 | 231.05 | 1,386.3 |
| 53 | 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 5000 | — | 117.35 | 5,86,750 |
| 54 | 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 750000 | — | 133.7 | 10,02,75,000 |
| 55 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 12 | 11,439.6 | 1,37,275.2 |
| 56 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 6 | 5,804.35 | 34,826.1 |
| 57 | Hot finished welded type tubes | Kg 8500 | — | 194.4 | 16,52,400 |
| 58 | Hot finished seamless type tubes | Kg 7500 | — | 206.35 | 15,47,625 |
| 59 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1000 | — | 97.2 | 97,200 |
| 60 | Providing and fixing bolts including nuts and washers complete. | Kg | 115 | 159.35 | 18,325.25 |
| 61 | 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, including 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 | 60 | 772.4 | 46,344 |
| 62 | 4.0 mm thick glass panes | Sqm | 22 | 1,064.65 | 23,422.3 |
| 63 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 30 | 8,595.15 | 2,57,854.5 |
| 64 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 30 | 83.85 | 2,515.5 |
| 65 | Light shade pigment using white cement | Sqm | 60 | 1,533.8 | 92,028 |
| 66 | 25 mm thick | Sqm | 30 | 1,948.25 | 58,447.5 |
| 67 | 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 | 30 | 2,354.7 | 70,641 |
| 68 | 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 | 52 | 1,096.55 | 57,020.6 |
| 69 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 52 | 1,315.3 | 68,395.6 |
| 70 | Size of Tile 800x800 mm | Sqm | 200 | 1,885.5 | 3,77,100 |
| 71 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre 3000 | — | 195.6 | 5,86,800 |
| 72 | 110 mm diameter | Metre | 115 | 377.4 | 43,401 |
| 73 | 110 mm | Each | 40 | 136.15 | 5,446 |
| 74 | 0.71 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm 16000 | — | 1,430.2 | 2,28,83,200 |
| 75 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre 1600 | — | 1,066.2 | 17,05,920 |
| 76 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 399.45 | 99,862.5 |
| 77 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 300 | 518.55 | 1,55,565 |
| 78 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 350 | 537.45 | 1,88,107.5 |
| 79 | Neat cement punning. | Sqm | 300 | 79.95 | 23,985 |
| 80 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 230 | 262.7 | 60,421 |
| 81 | 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 | 300 | 185.65 | 55,695 |
| 82 | 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 | 500 | 160.6 | 80,300 |
| 83 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 230 | 67.4 | 15,502 |
| 84 | On steel work | Sqm | 230 | 241.75 | 55,602.5 |
| 85 | Two or more coats on new work | Sqm | 60 | 155.9 | 9,354 |
| 86 | Two or more coats on new work | Sqm 7000 | — | 146.8 | 10,27,600 |
| 87 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Sqm | 200 | 1,067.1 | 2,13,420 |
| 88 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 7 | 6,767.4 | 47,371.8 |
| 89 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 5 | 1,879.2 | 9,396 |
| 90 | 510x1040 mm bowl depth 225 mm | Each | 1 | 7,514.65 | 7,514.65 |
| 91 | 470x420 mm bowl depth 178 mm | Each | 3 | 3,407.2 | 10,221.6 |
| 92 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 7 | 142.85 | 999.95 |
| 93 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 8 | 1,034.8 | 8,278.4 |
| 94 | 32 mm dia | Each | 7 | 119.55 | 836.85 |
| 95 | Rectangular shape 453x357 mm | Each | 7 | 1,361.8 | 9,532.6 |
| 96 | Sand cast iron S&S as per IS: 3989 | Each | 10 | 1,996.5 | 19,965 |
| 97 | 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 | 2 | 14,999.15 | 29,998.3 |
| 98 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 10 | 7,979.2 | 79,792 |
| 99 | 20 mm nominal dia Pipes | Metre | 30 | 335 | 10,050 |
| 100 | 25 mm nominal dia Pipes | Metre | 30 | 401.55 | 12,046.5 |
| 101 | 32 mm nominal dia Pipes | Metre | 30 | 518.75 | 15,562.5 |
| 102 | 40 mm nominal dia Pipes | Metre | 60 | 702.95 | 42,177 |
| 103 | 20 mm nominal dia Pipes | Metre | 12 | 537.6 | 6,451.2 |
| 104 | 25 mm nominal dia Pipes | Metre | 12 | 627.25 | 7,527 |
| 105 | 32 mm nominal dia Pipes | Metre | 12 | 739.3 | 8,871.6 |
| 106 | 40 mm nominal dia Pipes | Metre | 115 | 563.05 | 64,750.75 |
| 107 | 50 mm nominal dia Pipes | Metre | 230 | 794.25 | 1,82,677.5 |
| 108 | 15 mm dia nominal bore | Metre | 12 | 322.15 | 3,865.8 |
| 109 | 25 mm dia nominal bore | Metre | 60 | 467.75 | 28,065 |
| 110 | 40 mm dia nominal bore | Metre | 115 | 617.05 | 70,960.75 |
| 111 | 50 mm dia nominal bore | Metre | 230 | 762.15 | 1,75,294.5 |
| 112 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 113 | 20 mm nominal bore | Each | 4 | 539.95 | 2,159.8 |
| 114 | 32 mm nominal bore. | Each | 4 | 689.6 | 2,758.4 |
| 115 | 40 mm nominal bore | Each | 6 | 826.1 | 4,956.6 |
| 116 | 50 mm nominal bore | Each | 6 | 1,026.65 | 6,159.9 |
| 117 | 15 mm nominal bore | Each | 5 | 406.85 | 2,034.25 |
| 118 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 119 | 25 mm nominal bore | Each | 6 | 464.05 | 2,784.3 |
| 120 | Class I | Each | 1 | 4,791.2 | 4,791.2 |
| 121 | Class I | Each | 1 | 6,966.55 | 6,966.55 |
| 122 | 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 12000 Litre | — | 11 | 1,32,000 |
| 123 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer- in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. | Per 6000 Litre | — | 11 | 66,000 |
| 124 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 125.6 | 1,507.2 |
| 125 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 12 | 161.2 | 1,934.4 |
| 126 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 118.5 | 1,422 |
| 127 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 12 | 129.9 | 1,558.8 |
| 128 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 12 | 224.1 | 2,689.2 |
| 129 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 12 | 112.8 | 1,353.6 |
| 130 | 100 mm nominal dia | Each | 12 | 37.6 | 451.2 |
| 131 | 100 mm diameter | Metre | 20 | 443.6 | 8,872 |
| 132 | 150 mm diameter | Metre | 60 | 695.8 | 41,748 |
| 133 | 200 mm diameter | Metre | 20 | 970.35 | 19,407 |
| 134 | 150 mm dia. R.C.C. pipe | Metre | 115 | 556.45 | 63,991.75 |
| 135 | 300 mm dia. R.C.C. pipe | Metre 2000 | — | 994.3 | 19,88,600 |
| 136 | 600 mm dia piles | Metre | 700 | 3,637.2 | 25,46,040 |
| 137 | Frame size 45 x 85 mm | Metre | 30 | 926.35 | 27,790.5 |
| 138 | 30 mm thick | Sqm | 12 | 4,764.2 | 57,170.4 |
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