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Tender Value
₹32.8 Cr
EMD Value
₹65.7 L
Closing Date
19 May 2026, 3:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS
20 conditions · 3 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 of GCC (along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Regarding average annual contractual turnover, The tenderers shall submit Annexure-VIB of GCC as per proforma available in GCC/Tender Document Part A to C.
Note: Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-XVII for the works costing more than Rs.20.00 crores as per special conditions of tender document part A to C.
(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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or 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 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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
(i): Separate completed works of minimum required values shall also be 1.1.1 considered for fulfillment of technical eligibility criteria for different components.
Tenderers participated as JV firms for the tender costing more than 1.1.2 Rs.10.00 crores should fulfill the Eligibility criteria of the special conditions of tender document part A to C
Defination of Similar Work :- 1. Civil Engineering work for construction of Industrial Workshop for Rs.23.00 crores. 2. Fabrication and Erection of Prefabricated Structural Steel for Rs.9.84 crores. (NOTE: The value mentioned for each component is advertised tender value for composite work and will be considered as per GCC Clause No. 10.1 of Technical Eligibility Criteria)
64 conditions · 7 needing a document upload
All bidders are hereby informed that for the purpose of submission of Bank Guarantees in connection with Earnest Money/Bid Security, Performance Guarantee/Security, Bank Guarantees towards Advances, Security deposits, etc. shall be accepted from all Scheduled Commercial Bank of India as mentioned in the Tender Document, except those issued by Indian Overseas Bank. The Bids/offers accompanied with Bank Guarantees issued by Indian Overseas Bank shall be summarily rejected.
(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.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-XVIA or VA of GCC. Non submission of above certificate by the bidder shall result in summarily rejection of his /their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying criteria mentioned in the Tender Document.
The accepted rates should be deemed to include all taxes direct or indirect including Income Tax leviable under Central/State or Local Bodies Act or Rules.
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.
Annexure XII Form -JV-1 Format for Power of Attorney for Authorised Signatory (if applicable in original or attested copy).
Annexure XIII Form -JV-2 Format for Power of Attorney to lead partner (if applicable in original or attested copy).
Annexure -XIV Form - JV-3 Format for Draft M.O.U. (if applicable).
Annexure XV Form - JV -4 Draft format for Agreement (in the required proforma in original if applicable).
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
If the date of opening of tender is declared a holiday at a later date, the tenders will be opened on the next working day
Tenderers shall hold the offer open for acceptance for a minimum period of 90 days from the date of opening of the tender
GST: It may please be noted that the supplier of Goods and/or services for the said tender/agreement, would be subject to GST Act and rules as applicable from time to time.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
The option of payment through Letter of Credit has been enabled for all tenders whose value is equal to or greater than Rs.10 Lacs. Necessary instructions/conditions are incorporated as condition No.67 in the tender document part A to C.
Tenderers must upload details of all works on hand with them in Railways, other public sector undertakings and private sector undertakings in the proforma (ANNEXURE-IV) while submitting their offers.
All terms and conditions in the tender documents are binding on the tenderers. Manual tenders sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
The tenderers are advised to visit the site of work in their own interest and acquaint themselves with the site conditions and expected quantum of work. Tenderer should refer for Special Conditions General & Technical, which are attached to the tender document in Documents attached to the tender. These special conditions form part of the tender document and will supplement to the conditions of tender already submitted by the tenderer, IRSGCC along with updated correction slips, IRUSSR. Where are provisions of these special conditions are at variance with IRSGCC and other documents mentioned above, these Special Conditions shall prevail.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer s may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderers shall have no claims on this account
All documents in support of fulfillment of eligibility criteria should be uploaded along with the tender. Tenders without documentary evidence in support of eligibility criteria will be summarily rejected. No post tender correspondence will be permitted and the tender shall be decided based on the documents submitted/attached with the offer only. However Railway reserves the right to verify/seek for any clarification on the documents/credentials already submitted by the tenderer along with the offer.
Contractor shall at all times keep the railway administration indemnified against all penalties that may be imposed by the Govt. of India or State Govt. for infringements or any of the clauses of the mines act and rules made there under in respect of quarries from which the ballast for these works is procured.
The contractor shall be responsible for the observance of the rules and regulations under the mines act and mineral rules and Indian Metallurgical rules and regulations of State/Central Govt. concerned as amended from time to time.
IF THE TENDERER/S DELIBERATELY GIVES WRONG INFORMATION/ CREDENTIALS/DOCUMENTS IN HIS/THEIR TENDERS AND THEREBY CREATE S CIRCUMSTANCES FOR ACCEPTANCE OF HIS/THEIR TENDER, RAILWAY RESERVES THE RIGHT TO TERMINATE THE CONTRACT AT ANY STAGE, BESIDES,BANNING OF BUSINESS FOR TWO YEARS ON ENTIRE IR.
Contact Person's: Dy.CE/CN/MAS Mob. No. 9003145240 & Dy.CE/CN/Works/MS Mob. No.9003145207
Beneficiary details: President of India acting through The FINANCIAL ADVISOR AND CHIEF ACCOUNTS OFFICER, CONSTRUCTION, SOUTHERN RAILWAY, CHENNAI-600 008
Contract Signing Authority: President of India acting through The DEPUTY CHIEF ENGINEER (CONSTRUCTION), SOUTHERN RAILWAY/MAS, CHENNAI - 600 003
All bidders are hereby informed that for the purpose of submission of Bank Guarantees in connection with Earnest Money/Bid Security, Performance Guarantee/Security, Bank Guarantees towards Advances, Security deposits, etc. shall be accepted from all Scheduled Commercial Bank of India as mentioned in the Tender Document, except those issued by Indian Overseas Bank. The Bids/offers accompanied with Bank Guarantees issued by Indian Overseas Bank shall be summarily rejected.
Augmentation of Infrastructure facilities at Carriage & Wagon Works Perambur for NMG POH & NMGH/NMGHS Conversion and Perambur (Coach) Workshop - Augmentation/Upgradation of Wagon Maintenance Infrastructure.(TWO PACKET SYSTEM)
03-CECNMS-26-E-632653-II
03-CECNMS-26-E-632653-II
Open
Works - General
24 Months
Chennai, Tamil Nadu
₹0
₹65.7 L
27 Apr 2026
27 Apr 2026
5 May 2026
280 items across 4 schedules · ₹32,83,19,663 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 4930 | 271.45 | 13,38,248.5 |
| 2 | Beyond 5 km upto 10 km per km | cum-km | 13453 | 19.35 | 2,60,315.55 |
| 3 | Beyond 10 km upto 20 km per km | cum-km | 26906 | 15.78 | 4,24,576.68 |
| 4 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 112.5 | 234.05 | 26,330.63 |
| 5 | All kinds of soil | Sqm | 122 | 107 | 13,054 |
| 6 | All kinds of soil | cum | 235 | 205.45 | 48,280.75 |
| 7 | All kinds of soil. | cum | 7427 | 286.85 | 21,30,434.95 |
| 8 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). | Metre | 267.25 | 127 | 33,940.75 |
| 9 | 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 | 1640 | 253.95 | 4,16,478 |
| 10 | All kinds of soil | cum | 1715 | 104.5 | 1,79,217.5 |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1844.5 | 2,161.2 | 39,86,333.4 |
| 12 | All kinds of soil | Sqm | 1763.25 | 28.15 | 49,635.49 |
| 13 | 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 | 199 | 7,365.15 | 14,65,664.85 |
| 14 | 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 | 768 | 6,833.4 | 52,48,051.2 |
| 15 | Foundations, footings, bases for columns | Sqm | 488 | 307.95 | 1,50,279.6 |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 61 | 9,277.75 | 5,65,942.75 |
| 17 | 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 | 7 | 8,130.65 | 56,914.55 |
| 18 | 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 | 59 | 452.25 | 26,682.75 |
| 19 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 20 | 57.15 | 1,143 |
| 20 | Making plinth protection 50mm 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 75mm 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 | 59 | 681.65 | 40,217.35 |
| 21 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 18.5 | 8,599.5 | 1,59,090.75 |
| 22 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 1.85 | 10,221.85 | 18,910.42 |
| 23 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4537.2 | 307.95 | 13,97,230.74 |
| 24 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1740 | 669.55 | 11,65,017 |
| 25 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2900 | 766.55 | 22,22,995 |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 2802.5 | 608.35 | 17,04,900.88 |
| 27 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1749 | 804.25 | 14,06,633.25 |
| 28 | 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 | 14 | 9,673.5 | 1,35,429 |
| 29 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, 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 | 152 | 10,817.1 | 16,44,199.2 |
| 30 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 310 | 64.7 | 20,057 |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 92 | 8,683.8 | 7,98,909.6 |
| 32 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1420 | 8,825.35 | 1,25,31,997 |
| 33 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 1751 | 8,966.95 | 1,57,01,129.45 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 173 | 10,306.2 | 17,82,972.6 |
| 35 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 373 | 10,477.75 | 39,08,200.75 |
| 36 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 8870 | 688.45 | 61,06,551.5 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 175 | 6,658.25 | 11,65,193.75 |
| 38 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 367 | 5,549.95 | 20,36,831.65 |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2377 | 8,288.35 | 1,97,01,407.95 |
| 40 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Sqm | 100 | 862.9 | 86,290 |
| 41 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 100 | 1,043.1 | 1,04,310 |
| 42 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 55 | 1,018.05 | 55,992.75 |
| 43 | Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer's specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 | Sqm | 65 | 870.1 | 56,556.5 |
| 44 | Granite work | Metre | 455 | 418.85 | 1,90,576.75 |
| 45 | Each | 21 | 808.15 | 16,971.15 | |
| 46 | 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 | 1191.75 | 1,063.45 | 12,67,366.54 |
| 47 | Second class teak wood | cum | 21 | 1,31,576.95 | 27,63,115.95 |
| 48 | 35 mm thick shutters | Sqm | 130 | 3,704.45 | 4,81,578.5 |
| 49 | 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : | Sqm | 65 | 3,070.05 | 1,99,553.25 |
| 50 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 65 | 148.5 | 9,652.5 |
| 51 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 65 | 3,086.1 | 2,00,596.5 |
| 52 | 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 | 65 | 401.4 | 26,091 |
| 53 | Rectangular or square | Sqm | 130 | 173.95 | 22,613.5 |
| 54 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 130 | 93.65 | 12,174.5 |
| 55 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3200 | 197.7 | 6,32,640 |
| 56 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 130 | 194.35 | 25,265.5 |
| 57 | 300x16 mm | Each | 325 | 180.55 | 58,678.75 |
| 58 | 250x10 mm | Each | 325 | 74.65 | 24,261.25 |
| 59 | 125 mm | Each | 325 | 35.2 | 11,440 |
| 60 | 125x64x2.50 mm | Each | 325 | 104.2 | 33,865 |
| 61 | 250x10 mm | Each | 260 | 374.35 | 97,331 |
| 62 | 200x10 mm | Each | 130 | 300.55 | 39,071.5 |
| 63 | 150x10 mm | Each | 130 | 232.3 | 30,199 |
| 64 | 125 mm | Each | 35 | 205.1 | 7,178.5 |
| 65 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 65 | 109.6 | 7,124 |
| 66 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 65 | 856.3 | 55,659.5 |
| 67 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 600 | 408.25 | 2,44,950 |
| 68 | 30 mm thick plain PVC door shutters | Sqm | 300 | 2,455.1 | 7,36,530 |
| 69 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 70 | 462.25 | 32,357.5 |
| 70 | Non decorative finish (matt finish) | Sqm | 70 | 3,467.2 | 2,42,704 |
| 71 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 21 | 7,249.9 | 1,52,247.9 |
| 72 | Two track four panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). | Sqm | 72 | 6,783.7 | 4,88,426.4 |
| 73 | 125 mm | Each | 130 | 100.45 | 13,058.5 |
| 74 | 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 | 11803 | 93.05 | 10,98,269.15 |
| 75 | 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 | 6500 | 111.95 | 7,27,675 |
| 76 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 16458 | 88.5 | 14,56,533 |
| 77 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 19250 | 142.3 | 27,39,275 |
| 78 | 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 | 6500 | 612.25 | 39,79,625 |
| 79 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 545 | 54,500 |
| 80 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 4013 | 855.9 | 34,34,726.7 |
| 81 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 90 | 7,958.65 | 7,16,278.5 |
| 82 | Light shade pigment using white cement | Sqm | 110 | 1,295.2 | 1,42,472 |
| 83 | 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 | 483 | 935.6 | 4,51,894.8 |
| 84 | Size of Tile 600x600 mm | Sqm | 1450 | 1,416.65 | 20,54,142.5 |
| 85 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Metre | 450 | 822.15 | 3,69,967.5 |
| 86 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. | Sqm | 2028 | 620 | 12,57,360 |
| 87 | 75 mm diameter | Metre | 325 | 213 | 69,225 |
| 88 | 110 mm diameter | Metre | 325 | 319.75 | 1,03,918.75 |
| 89 | 75 mm | Each | 65 | 79.8 | 5,187 |
| 90 | 110 mm | Each | 65 | 119.95 | 7,796.75 |
| 91 | 75 mm | Each | 65 | 79.8 | 5,187 |
| 92 | 110 mm | Each | 65 | 110.6 | 7,189 |
| 93 | 75x75x75 mm | Each | 65 | 141.55 | 9,200.75 |
| 94 | 110x110x110 mm | Each | 65 | 205.45 | 13,354.25 |
| 95 | 75x75x75 mm | Each | 65 | 124.2 | 8,073 |
| 96 | 110x110x110 mm | Each | 65 | 190.75 | 12,398.75 |
| 97 | 75 mm bend | Each | 65 | 91.8 | 5,967 |
| 98 | 110 mm bend | Each | 65 | 132 | 8,580 |
| 99 | 75 mm Shoe | Each | 65 | 81.1 | 5,271.5 |
| 100 | 110 mm Shoe | Each | 65 | 115.95 | 7,536.75 |
| 101 | 110 mm | Each | 325 | 309.5 | 1,00,587.5 |
| 102 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 65 | 1,145.95 | 74,486.75 |
| 103 | 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 | 17380 | 671.55 | 1,16,71,539 |
| 104 | Ridges plain (500 - 600mm) | Metre | 274 | 450.6 | 1,23,464.4 |
| 105 | Gutter (600 mm over all girth) | Metre | 556 | 1,110.6 | 6,17,493.6 |
| 106 | 1:4 (1 cement: 4 fine sand) | Sqm | 65 | 294.85 | 19,165.25 |
| 107 | 1:6 (1 cement: 6 fine sand) | Sqm | 2511 | 282 | 7,08,102 |
| 108 | 1:4 (1 cement: 4 fine sand) | Sqm | 2500 | 402.15 | 10,05,375 |
| 109 | 1:6 (1 cement: 6 fine sand) | Sqm | 65 | 382.1 | 24,836.5 |
| 110 | 1:3 (1 cement: 3 fine sand) | Sqm | 3000 | 374.15 | 11,22,450 |
| 111 | 1:3 (1 cement : 3 fine sand) | Sqm | 65 | 253.05 | 16,448.25 |
| 112 | Raised Band | cm per metre | 140 | 7.8 | 1,092 |
| 113 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 3000 | 97.6 | 2,92,800 |
| 114 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 14300 | 158.95 | 22,72,985 |
| 115 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 1592 | 144.9 | 2,30,680.8 |
| 116 | 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 | 70 | 140.05 | 9,803.5 |
| 117 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 2900 | 29.75 | 86,275 |
| 118 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 2900 | 191.4 | 5,55,060 |
| 119 | Two or more coats on new work | Sqm | 2900 | 121.45 | 3,52,205 |
| 120 | New work | Sqm | 70 | 164.15 | 11,490.5 |
| 121 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 14300 | 123.85 | 17,71,055 |
| 122 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 63 | 701.95 | 44,222.85 |
| 123 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 30 | 1,239.6 | 37,188 |
| 124 | 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 | 606 | 2,928.1 | 17,74,428.6 |
| 125 | In cement mortar | cum | 553 | 1,698.45 | 9,39,242.85 |
| 126 | Of area 3 sq. metres and below | Each | 100 | 302.7 | 30,270 |
| 127 | R.S. Joists | Kg | 3125 | 2.8 | 8,750 |
| 128 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1250 | 4.65 | 5,812.5 |
| 129 | For thickness of tiles 10 mm to 25 mm | Sqm | 1050 | 60.5 | 63,525 |
| 130 | Asbestos Cement sheet | Sqm | 9000 | 63.75 | 5,73,750 |
| 131 | Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 500 | 209.4 | 1,04,700 |
| 132 | 15 mm to 40 mm nominal bore | Metre | 400 | 124.1 | 49,640 |
| 133 | Above 40 mm nominal bore | Metre | 500 | 134.25 | 67,125 |
| 134 | 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 | 5178 | 180.5 | 9,34,629 |
| 135 | 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 | 7 | 865.8 | 6,060.6 |
| 136 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 70 | 137.85 | 9,649.5 |
| 137 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 70 | 36.6 | 2,562 |
| 138 | Using grade 'A' sealing compound conforming to IS: 1834. | per cm depth per cm width per metre length | 18727 | 7.5 | 1,40,452.5 |
| 139 | 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 |
| 140 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 5,540.55 | 38,783.85 |
| 141 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 60 | 10,128.3 | 6,07,698 |
| 142 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 65 | 2,040.85 | 1,32,655.25 |
| 143 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 20 | 1,679.6 | 33,592 |
| 144 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 40 | 886.25 | 35,450 |
| 145 | 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 | 20 | 1,382.3 | 27,646 |
| 146 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 8 | 3,389.35 | 27,114.8 |
| 147 | White glazed fire clay sink size 600x450x250 mm | Each | 8 | 1,884.6 | 15,076.8 |
| 148 | 32 mm dia | Each | 124 | 104.35 | 12,939.4 |
| 149 | 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 | 20 | 1,411.15 | 28,223 |
| 150 | C.P. brass | Each | 65 | 680.8 | 44,252 |
| 151 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 300 | 1,018.05 | 3,05,415 |
| 152 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 300 | 931.55 | 2,79,465 |
| 153 | 100 mm | Each | 65 | 128.65 | 8,362.25 |
| 154 | 75 mm | Each | 65 | 80.1 | 5,206.5 |
| 155 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 1,671 | 33,420 |
| 156 | White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | Each | 20 | 10,326.65 | 2,06,533 |
| 157 | 15 mm nominal dia Pipes | Metre | 13 | 255.9 | 3,326.7 |
| 158 | 20 mm nominal dia Pipes | Metre | 825 | 325.1 | 2,68,207.5 |
| 159 | 25 mm nominal dia Pipes | Metre | 388 | 408.55 | 1,58,517.4 |
| 160 | 32 mm nominal dia Pipes | Metre | 65 | 500.95 | 32,561.75 |
| 161 | 40 mm nominal dia Pipes | Metre | 65 | 674.35 | 43,832.75 |
| 162 | 50 mm nominal dia Pipes | Metre | 130 | 927 | 1,20,510 |
| 163 | 20 mm nominal dia Pipes | Metre | 325 | 513.75 | 1,66,968.75 |
| 164 | 25 mm nominal dia Pipes | Metre | 325 | 626.05 | 2,03,466.25 |
| 165 | 50 mm nominal dia Pipes | Metre | 570 | 811.85 | 4,62,754.5 |
| 166 | 15 mm dia nominal bore | Metre | 300 | 304.15 | 91,245 |
| 167 | 25 mm dia nominal bore | Metre | 300 | 491.2 | 1,47,360 |
| 168 | 50 mm dia nominal bore | Metre | 1000 | 893.2 | 8,93,200 |
| 169 | 25 mm dia nominal bore | Metre | 10 | 417.95 | 4,179.5 |
| 170 | 40 mm dia nominal bore | Metre | 600 | 558.35 | 3,35,010 |
| 171 | 50 mm dia nominal bore | Metre | 450 | 654.2 | 2,94,390 |
| 172 | 80 mm dia nominal bore | Metre | 100 | 919.1 | 91,910 |
| 173 | 25 to 40 mm nominal bore | Each | 2 | 757.1 | 1,514.2 |
| 174 | 50 to 80 mm nominal bore | Each | 10 | 1,513.7 | 15,137 |
| 175 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 8 | 670.15 | 5,361.2 |
| 176 | 15 mm nominal bore | Each | 150 | 303.85 | 45,577.5 |
| 177 | 25 mm nominal bore | Each | 56 | 532.35 | 29,811.6 |
| 178 | 32 mm nominal bore. | Each | 20 | 589.9 | 11,798 |
| 179 | 40 mm nominal bore | Each | 55 | 707.3 | 38,901.5 |
| 180 | 50 mm nominal bore | Each | 78 | 878.25 | 68,503.5 |
| 181 | 80 mm nominal bore | Each | 16 | 2,227.6 | 35,641.6 |
| 182 | 20 mm nominal bore | Each | 35 | 397.45 | 13,910.75 |
| 183 | 25 mm nominal bore | Each | 35 | 399.15 | 13,970.25 |
| 184 | Horizontal | Each | 40 | 1,173.65 | 46,946 |
| 185 | Horizontal | Each | 2 | 3,134.8 | 6,269.6 |
| 186 | 25 mm diameter pipe | Metre | 10 | 15.25 | 152.5 |
| 187 | 50 mm diameter pipe | Metre | 100 | 25.25 | 2,525 |
| 188 | 80 mm diameter pipe | Metre | 100 | 36.4 | 3,640 |
| 189 | 25 mm nominal bore | Each | 2 | 369.35 | 738.7 |
| 190 | 50 mm nominal bore | Each | 15 | 706.7 | 10,600.5 |
| 191 | 80 mm nominal bore | Each | 15 | 1,061.25 | 15,918.75 |
| 192 | 25 mm nominal bore | Each | 2 | 789.95 | 1,579.9 |
| 193 | 50 mm nominal bore | Each | 2 | 1,280.3 | 2,560.6 |
| 194 | 80 mm nominal bore | Each | 2 | 1,634.85 | 3,269.7 |
| 195 | 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 | 32500 | 9.7 | 3,15,250 |
| 196 | 15 mm nominal bore | Each | 50 | 708.4 | 35,420 |
| 197 | 15mm nominal bore | Each | 120 | 500.35 | 60,042 |
| 198 | 25mm nominal bore, weighing not less than 62 gms | Each | 10 | 100.55 | 1,005.5 |
| 199 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 11,886.45 | 59,432.25 |
| 200 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 5 | 6,986.8 | 34,934 |
| 201 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 165 | 433.95 | 71,601.75 |
| 202 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 65 | 1,019.8 | 66,287 |
| 203 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 1763.25 | 1,522.95 | 26,85,341.59 |
| 204 | 300 mm dia | Metre | 120 | 592.05 | 71,046 |
| 205 | 200 mm nominal size dia | Metre | 120 | 951.95 | 1,14,234 |
| 206 | 150 mm nominal size dia | Metre | 850 | 681.9 | 5,79,615 |
| 207 | 200 mm nominal size dia | Metre | 360 | 1,099.25 | 3,95,730 |
| Schedule total | ₹15,32,46,002.92 | ||||
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