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Tender Value
Refer Docs
EMD Value
₹14.6 L
Closing Date
24 Aug 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
19 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. As per IRGCC April-2022, Para 10.2 & 17.15.2 of Tender Form (Second Sheet) of Annexure I, each bidder or each member of a JV must fill Annexure- VIB separately and submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Proforma of Annexure-VIB attached in documents.
As per IRGCC April-2022 Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I, 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 tender/ technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. Proforma of Annexure-VI attached in documents.
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 of the previous three financial years. 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. Non submission of above, the offer will be summarily rejected. Proforma of Annexure-VIB attached in documents.
The 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 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.
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 fulfilment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity.
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.
Definition of Similar Work: Any Civil Engineering Work
73 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.
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.
IRGCC April 2022 with upto date correction slip.
CPWD DSR (Delhi Schedule of Rates) and CPWD Specifications (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).
Rajkot Division :- OKHA and MITHAPUR -Balance Work Stations Improvement in connection with Amrit Bharat Scheme.
DRM-RJT-2026-27-E-45
DRM-RJT-2026-27-E-45
Open
Works - General
15 Months
Rajkot, Gujarat
₹0
₹14.6 L
30 Jul 2026
30 Jul 2026
10 Aug 2026
170 items across 13 schedules · ₹9,66,68,382.43 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1175 | 177.5 | 2,08,562.5 |
| 2 | Ordinary rock | cum | 347 | 498.9 | 1,73,118.3 |
| 3 | Hard rock (blasting prohibited) | cum | 347 | 1,432.95 | 4,97,233.65 |
| 4 | All kinds of soil. | cum | 540 | 260.3 | 1,40,562 |
| 5 | Ordinary rock | cum | 386 | 632.95 | 2,44,318.7 |
| 6 | Hard rock (blasting prohibited) | cum | 262 | 1,523.05 | 3,99,039.1 |
| 7 | 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 | 810 | 196 | 1,58,760 |
| 8 | All kinds of soil | cum | 40 | 126.8 | 5,072 |
| 9 | 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 | 85 | 7,878.5 | 6,69,672.5 |
| 10 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 140 | 7,780.3 | 10,89,242 |
| 11 | 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 | 147 | 7,294.7 | 10,72,320.9 |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 25 | 7,178.75 | 1,79,468.75 |
| 13 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 10 | 6,812 | 68,120 |
| 14 | Foundations, footings, bases for columns | Sqm | 240 | 392.15 | 94,116 |
| 15 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 190 | 842.5 | 1,60,075 |
| 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 | 29 | 10,105.1 | 2,93,047.9 |
| 17 | 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 | 30 | 17,889.25 | 5,36,677.5 |
| 18 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 446 | 8,986.15 | 40,07,822.9 |
| 19 | 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 | 110 | 9,045.75 | 9,95,032.5 |
| 20 | 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 | 110 | 10,852.95 | 11,93,824.5 |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2000 | 392.15 | 7,84,300 |
| 22 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 4055 | 842.5 | 34,16,337.5 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 550 | 927.25 | 5,09,987.5 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 735 | 736.4 | 5,41,254 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1175 | 961.3 | 11,29,527.5 |
| 26 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 150 | 951.1 | 1,42,665 |
| 27 | 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 | 33.55 | 10,585.9 | 3,55,156.95 |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 105400 | 107.85 | 1,13,67,390 |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 69700 | 107.85 | 75,17,145 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 499 | 9,504.75 | 47,42,870.25 |
| 31 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 100 | 9,655.7 | 9,65,570 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 667 | 9,860.4 | 65,76,886.8 |
| 33 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 30 | 10,011.35 | 3,00,340.5 |
| 34 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 67 | 733.5 | 49,144.5 |
| 35 | Door frame 125 mmx 60 mm | Metre | 20 | 814.85 | 16,297 |
| 36 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 60 | 9,333.45 | 5,60,007 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,095.05 | 4,54,752.5 |
| 38 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 42 | 1,105.8 | 46,443.6 |
| 39 | Area of slab upto 0.50 sqm | Sqm | 40 | 5,413.5 | 2,16,540 |
| 40 | Area of slab over 0.50 sqm | Sqm | 80 | 5,136.3 | 4,10,904 |
| 41 | Area of slab upto 0.50 sqm | Sqm | 900 | 4,170.7 | 37,53,630 |
| 42 | 12 mm thick | Sqm | 450 | 1,430.2 | 6,43,590 |
| 43 | Kiln seasoned and chemically treated hollock wood | cum | 20 | 1,87,277.65 | 37,45,553 |
| 44 | 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 | 75 | 1,267.95 | 95,096.25 |
| 45 | Second class teak wood | cum | .24 | 1,42,949.7 | 34,307.93 |
| 46 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,473.85 | 34,738.5 |
| 47 | Second class teak wood | Sqm | 6 | 4,852.3 | 29,113.8 |
| 48 | Fixed to steel windows by welding | Kg | 150 | 219.1 | 32,865 |
| 49 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 125 | 238.35 | 29,793.75 |
| 50 | 250x10 mm | Each | 10 | 441.6 | 4,416 |
| 51 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 2 | 1,124.85 | 2,249.7 |
| 52 | 250x16 mm | Each | 10 | 260.6 | 2,606 |
| 53 | 150x10 mm | Each | 8 | 82.55 | 660.4 |
| 54 | 100x10 mm | Each | 18 | 64.7 | 1,164.6 |
| 55 | 125 mm | Each | 16 | 66.25 | 1,060 |
| 56 | 100 mm | Each | 18 | 59.55 | 1,071.9 |
| 57 | Twin rubber stopper | Each | 8 | 72.35 | 578.8 |
| 58 | Extruded section profile size 48x40 mm | Metre | 14 | 270.2 | 3,782.8 |
| 59 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | Sqm | 16.5 | 2,969.25 | 48,992.63 |
| 60 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 32 | 492.7 | 15,766.4 |
| 61 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 4000 | 117.35 | 4,69,400 |
| 62 | 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 | 42600 | 133.7 | 56,95,620 |
| 63 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 6 | 5,804.35 | 34,826.1 |
| 64 | Providing and fixing bolts including nuts and washers complete. | Kg | 2000 | 159.35 | 3,18,700 |
| 65 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 172.6 | 5,17,800 |
| 66 | 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 | 120 | 772.4 | 92,688 |
| 67 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 40 | 614.2 | 24,568 |
| 68 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 10 | 8,595.15 | 85,951.5 |
| 69 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 100 | 83.85 | 8,385 |
| 70 | Dark shade pigment using ordinary cement | Sqm | 290 | 1,442.15 | 4,18,223.5 |
| 71 | 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 | 75 | 1,096.55 | 82,241.25 |
| 72 | Providing and fixing 1st quality ceramic glazed floor 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 | 100 | 1,112.7 | 1,11,270 |
| 73 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 74 | Size of Tile 600x600 mm | Sqm | 200 | 309.05 | 61,810 |
| 75 | 75 mm diameter | Metre | 25 | 248.8 | 6,220 |
| 76 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 77 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 78 | 110 mm Shoe | Each | 60 | 131.85 | 7,911 |
| 79 | 110 mm | Each | 80 | 371.3 | 29,704 |
| 80 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 2500 | 738.65 | 18,46,625 |
| 81 | Ridges plain (500 - 600mm) | Metre | 500 | 532.35 | 2,66,175 |
| 82 | Gutter (600 mm over all girth) | Metre | 500 | 1,313.7 | 6,56,850 |
| 83 | 0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 393.72 | 1,572.8 | 6,19,242.82 |
| 84 | 0.91 mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46 mm, top crest width of 41 mm, bottom valley width of 80 mm, overall profile width of 1144 mm, cover width 1050 mm. | Sqm | 500 | 2,335.45 | 11,67,725 |
| 85 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 347.05 | 1,04,115 |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 580 | 333.35 | 1,93,343 |
| 87 | 1:6 (1 cement: 6 fine sand) | Sqm | 25 | 450 | 11,250 |
| 88 | New work (three or more coats) | Sqm | 50 | 39.05 | 1,952.5 |
| 89 | 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 | 4800 | 185.65 | 8,91,120 |
| 90 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 300 | 223.6 | 67,080 |
| 91 | 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 | 4 | 176.25 | 705 |
| 92 | On steel work | Sqm | 3783.4 | 241.75 | 9,14,636.95 |
| 93 | Two or more coats on new work | Sqm | 75 | 155.9 | 11,692.5 |
| 94 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 60 | 226.25 | 13,575 |
| 95 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 28435 | 6.15 | 1,74,875.25 |
| 96 | 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 | 300 | 156.05 | 46,815 |
| 97 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 180 | 2,434.25 | 4,38,165 |
| 98 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 640 | 266.45 | 1,70,528 |
| 99 | 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 | 200 | 263.95 | 52,790 |
| 100 | 90 mm to 45 mm size stone aggregate | cum | 435 | 2,098.4 | 9,12,804 |
| 101 | 63 mm to 45 mm size stone aggregate | cum | 435 | 1,636.05 | 7,11,681.75 |
| 102 | Moorum | cum | 290 | 768.25 | 2,22,792.5 |
| 103 | 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 | 1160 | 1,046.95 | 12,14,462 |
| 104 | Cement concrete prepared with batch mixing machine | cum | 580 | 10,529.35 | 61,07,023 |
| 105 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer- in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 30000 | 5.3 | 1,59,000 |
| 106 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 30000 | 8.65 | 2,59,500 |
| 107 | Overhead informatory road signage | Sqm | 100 | 5,879.9 | 5,87,990 |
| 108 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 109 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 3 | 2,226.35 | 6,679.05 |
| 110 | 250x130x30 mm | Pair | 2 | 244.85 | 489.7 |
| 111 | Rectangular shape 453x357 mm | Each | 3 | 1,361.8 | 4,085.4 |
| 112 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 5 | 1,151.9 | 5,759.5 |
| 113 | Sand cast iron S&S as per IS: 3989 | Each | 4 | 1,996.5 | 7,986 |
| 114 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 4 | 168.35 | 673.4 |
| 115 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 4 | 708.95 | 2,835.8 |
| 116 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 4 | 713.2 | 2,852.8 |
| 117 | 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 | 5 | 14,999.15 | 74,995.75 |
| 118 | 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 | 4 | 7,979.2 | 31,916.8 |
| 119 | 25 mm nominal dia Pipes | Metre | 25 | 401.55 | 10,038.75 |
| 120 | 50 mm nominal dia Pipes | Metre | 37 | 934.15 | 34,563.55 |
| 121 | 15 mm dia nominal bore | Metre | 700 | 366.4 | 2,56,480 |
| 122 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| 123 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 124 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 125 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 126 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 127 | 15 mm nominal bore | Each | 5 | 97.75 | 488.75 |
| 128 | 20 mm nominal bore | Each | 5 | 119.05 | 595.25 |
| 129 | 100 mm diameter | Each | 5 | 193.95 | 969.75 |
| 130 | Class II | Each | 1 | 4,985.85 | 4,985.85 |
| 131 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 4500 | 11 | 49,500 |
| 132 | 15 mm nominal bore | Each | 7 | 506.8 | 3,547.6 |
| 133 | 15 mm nominal bore | Each | 67 | 670.45 | 44,920.15 |
| 134 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 2 | 208.45 | 416.9 |
| 135 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 60 | 112.8 | 6,768 |
| 136 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 4 | 111.45 | 445.8 |
| 137 | 100 mm diameter | Metre | 60 | 443.6 | 26,616 |
| 138 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 30 | 26,405.5 | 7,92,165 |
| 139 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 495.05 | 99,010 |
| 140 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| 141 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 598.6 | 1,19,720 |
| 142 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 200 | 1,115.4 | 2,23,080 |
| 143 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 43.5 | 1,176.8 | 51,190.8 |
| 144 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 7,387.25 | 1,47,745 |
| 145 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 92 | 9,844.65 | 9,05,707.8 |
| Schedule total | ₹9,02,78,424.63 | ||||
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111.pdf
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Annexure-VI.pdf
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