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Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
2 Jun 2026, 3:00 pmClosed
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 :- Renovation to SSE (Pway) Dwarka and Khambhaliya store and office.
DRM-RJT-2026-27-E-03
DRM-RJT-2026-27-E-03
Open
Works - General
12 Months
Rajkot, Gujarat
₹0
₹4.1 L
2 Jun 2026
11 May 2026
19 May 2026
202 items across 34 schedules · ₹9,21,466.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 364.2 | — | 177.5 | 64,645.5 |
| 2 | Ordinary rock | cum 214.2 | — | 498.9 | 1,06,864.38 |
| 3 | All kinds of soil. | cum | 125 | 260.3 | 32,537.5 |
| 4 | Ordinary rock | cum | 75 | 632.95 | 47,471.25 |
| 5 | Hard rock (blasting prohibited) | cum | 65 | 1,523.05 | 98,998.25 |
| 6 | 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 815.19 | — | 196 | 1,59,777.24 |
| 7 | All kinds of soil | cum | 50 | 126.8 | 6,340 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 108 | 2,123.75 | 2,29,365 |
| 9 | All kinds of soil | Sqm | 400 | 34.15 | 13,660 |
| 10 | 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 22.95 | — | 7,878.5 | 1,80,811.58 |
| 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 458.85 | — | 7,294.7 | 33,47,173.1 |
| 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 | 50 | 7,178.75 | 3,58,937.5 |
| 13 | Foundations, footings, bases for columns | Sqm 43.38 | — | 392.15 | 17,011.47 |
| 14 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm 50.08 | — | 842.5 | 42,192.4 |
| 15 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 85 | 410.85 | 34,922.25 |
| 16 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 18 | 9,439.05 | 1,69,902.9 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm 853.6 | — | 927.25 | 7,91,500.6 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 50 | 736.4 | 36,820 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 150 | 961.3 | 1,44,195 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8273 | 107.85 | 8,92,243.05 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 19500 | — | 107.85 | 21,03,075 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 24.23 | — | 9,655.7 | 2,33,957.61 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 145 | 10,011.35 | 14,51,645.75 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 80 | 733.5 | 58,680 |
| 26 | Door frame 125 mmx 60 mm | Metre | 40 | 814.85 | 32,594 |
| 27 | Door frame 85 mmx60 mm | Metre | 40 | 727.3 | 29,092 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 411.66 | — | 7,132.25 | 29,36,062.04 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 346.84 | — | 9,105.95 | 31,58,307.7 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 9,095.05 | 1,36,425.75 |
| 31 | Area of slab upto 0.50 sqm | Sqm | 21.9 | 5,413.5 | 1,18,555.65 |
| 32 | Area of slab over 0.50 sqm | Sqm | 15 | 5,136.3 | 77,044.5 |
| 33 | Granite work | Metre | 60 | 510.95 | 30,657 |
| 34 | 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 | 81.4 | 1,267.95 | 1,03,211.13 |
| 35 | Sal wood | cum | .2 | 1,16,520.3 | 23,304.06 |
| 36 | 30 mm thick shutters | Sqm | 12 | 3,747.3 | 44,967.6 |
| 37 | Second class teak wood | Sqm | 12 | 3,323.2 | 39,878.4 |
| 38 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,473.85 | 86,846.25 |
| 39 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 2,172.1 | 43,442 |
| 40 | 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 | 16 | 462.35 | 7,397.6 |
| 41 | Fixed to steel windows by welding | Kg | 312 | 219.1 | 68,359.2 |
| 42 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 150 | 238.35 | 35,752.5 |
| 43 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 50 | 1,641.15 | 82,057.5 |
| 44 | 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 20 mm nominal size). | Each | 12 | 228.85 | 2,746.2 |
| 45 | 125x65x2.12 mm | Each | 12 | 53 | 636 |
| 46 | 300x16 mm | Each | 16 | 216.55 | 3,464.8 |
| 47 | 125 mm | Each | 16 | 39.95 | 639.2 |
| 48 | 200x10 mm | Each | 6 | 358.4 | 2,150.4 |
| 49 | 125 mm | Each | 6 | 256.65 | 1,539.9 |
| 50 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. | Each | 3 | 952.8 | 2,858.4 |
| 51 | 125x75x4 mm | Each | 4 | 150.1 | 600.4 |
| 52 | 300x16 mm | Each | 24 | 303.25 | 7,278 |
| 53 | 250x16 mm | Each | 4 | 260.6 | 1,042.4 |
| 54 | 150x10 mm | Each | 14 | 82.55 | 1,155.7 |
| 55 | 100x10 mm | Each | 20 | 64.7 | 1,294 |
| 56 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 10 | 100.8 | 1,008 |
| 57 | 125 mm | Each | 24 | 66.25 | 1,590 |
| 58 | 100 mm | Each | 3 | 59.55 | 178.65 |
| 59 | 75 mm | Each | 32 | 51.75 | 1,656 |
| 60 | 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 | 10 | 573.45 | 5,734.5 |
| 61 | Non decorative finish (matt finish) | Sqm | 6 | 3,997.45 | 23,984.7 |
| 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 311.12 | — | 133.7 | 41,596.74 |
| 63 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 20 | 5,563.75 | 1,11,275 |
| 64 | Hot finished welded type tubes | Kg | 400 | 194.4 | 77,760 |
| 65 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 15 | 8,595.15 | 1,28,927.25 |
| 66 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 200 | 83.85 | 16,770 |
| 67 | 25 mm thick | Sqm | 620 | 1,948.25 | 12,07,915 |
| 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 | 40 | 1,096.55 | 43,862 |
| 69 | 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 | 66 | 1,112.7 | 73,438.2 |
| 70 | 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 | 26 | 1,315.3 | 34,197.8 |
| 71 | Size of Tile 600x600 mm | Sqm | 165 | 1,553.45 | 2,56,319.25 |
| 72 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. | Sqm | 150 | 954.15 | 1,43,122.5 |
| 73 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 74 | 110 mm | Each | 5 | 136.15 | 680.75 |
| 75 | 110 mm bend | Each | 5 | 150.35 | 751.75 |
| 76 | 1:4 (1 cement: 4 fine sand) | Sqm 2327.76 | — | 347.05 | 8,07,849.11 |
| 77 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 333.35 | 1,33,340 |
| 78 | 1:4 (1 cement: 4 fine sand) | Sqm | 372 | 471.35 | 1,75,342.2 |
| 79 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 450 | 1,35,000 |
| 80 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 400 | 262.7 | 1,05,080 |
| 81 | New work (three or more coats) | Sqm | 300 | 39.05 | 11,715 |
| 82 | 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 | 618 | 185.65 | 1,14,731.7 |
| 83 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1326 | 116.9 | 1,55,009.4 |
| 84 | 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 | 200 | 160.6 | 32,120 |
| 85 | 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 | 12 | 176.25 | 2,115 |
| 86 | 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 | 12 | 170.7 | 2,048.4 |
| 87 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm 108.2 | — | 226.25 | 24,480.25 |
| 88 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 80.25 | — | 2,434.25 | 1,95,348.56 |
| 89 | 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 | 16.5 | 3,551.25 | 58,595.63 |
| 90 | In cement mortar | cum 460.8 | — | 2,458.95 | 11,33,084.16 |
| 91 | Of area 3 sq. metres and below | Each | 25 | 143.5 | 3,587.5 |
| 92 | For thickness of tiles 10 mm to 25 mm | Sqm | 72 | 73.4 | 5,284.8 |
| 93 | Asbestos Cement sheet | Sqm | 382 | 77.3 | 29,528.6 |
| 94 | 90 mm to 45 mm size stone aggregate | cum | 84 | 2,098.4 | 1,76,265.6 |
| 95 | 63 mm to 45 mm size stone aggregate | cum | 72 | 1,636.05 | 1,17,795.6 |
| 96 | Moorum | cum | 304 | 768.25 | 2,33,548 |
| 97 | 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 | 460 | 1,046.95 | 4,81,597 |
| 98 | Cement concrete prepared with batch mixing machine | cum | 90 | 10,529.35 | 9,47,641.5 |
| 99 | 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 | 5000 | 5.3 | 26,500 |
| 100 | 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 | 5000 | 8.65 | 43,250 |
| 101 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 102 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 103 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,648.85 | 7,946.55 |
| 104 | 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 | 1 | 1,648.95 | 1,648.95 |
| 105 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 1 | 4,048.65 | 4,048.65 |
| 106 | 40 mm dia | Each | 5 | 119.55 | 597.75 |
| 107 | Rectangular shape 453x357 mm | Each | 1 | 1,361.8 | 1,361.8 |
| 108 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,151.9 | 11,519 |
| 109 | 100 mm dia pipe | Each | 10 | 198.15 | 1,981.5 |
| 110 | For 100 mm dia pipe | Each | 6 | 362.85 | 2,177.1 |
| 111 | Sand cast iron S&S as per IS - 1729 | Each | 1 | 598.5 | 598.5 |
| 112 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 470.45 | 940.9 |
| 113 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 1,138.65 | 2,277.3 |
| 114 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 939.9 | 1,879.8 |
| 115 | Sand cast iron S&S as per IS - 1729 | Each | 1 | 626.95 | 626.95 |
| 116 | Sand Cast Iron S&S as per IS: 1729 | Each | 2 | 1,683.55 | 3,367.1 |
| 117 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 1 | 367.1 | 367.1 |
| 118 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 272 | 13,600 |
| 119 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 75 | 318.35 | 23,876.25 |
| 120 | 15 mm dia nominal bore | Metre | 50 | 366.4 | 18,320 |
| 121 | 25 mm dia nominal bore | Metre | 50 | 551.7 | 27,585 |
| 122 | 25 mm dia nominal bore | Metre | 50 | 467.75 | 23,387.5 |
| 123 | 50 mm dia nominal bore | Metre | 50 | 762.15 | 38,107.5 |
| 124 | 25 to 40 mm nominal bore | Each | 1 | 911.9 | 911.9 |
| 125 | 50 to 80 mm nominal bore | Each | 1 | 1,785.35 | 1,785.35 |
| 126 | 25 mm nominal bore | Each | 3 | 622.4 | 1,867.2 |
| 127 | 50 mm nominal bore | Each | 1 | 1,026.65 | 1,026.65 |
| 128 | 25 mm nominal bore | Each | 1 | 464.05 | 464.05 |
| 129 | 15 mm nominal bore | Each | 2 | 97.75 | 195.5 |
| 130 | 100 mm diameter | Each | 2 | 193.95 | 387.9 |
| 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 | 6000 | 11 | 66,000 |
| 132 | 15 mm nominal bore | Each | 2 | 506.8 | 1,013.6 |
| 133 | 15 mm nominal bore | Each | 2 | 670.45 | 1,340.9 |
| 134 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 125.6 | 628 |
| 135 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 118.5 | 592.5 |
| 136 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 2 | 523.8 | 1,047.6 |
| 137 | 25mm nominal bore, weighing not less than 62 gms | Each | 2 | 113.35 | 226.7 |
| 138 | With common burnt clay F.P.S. (non modular) bricks | Each | 20 | 416.8 | 8,336 |
| 139 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 6,937.9 | 6,937.9 |
| 140 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 8,150.5 | 8,150.5 |
| 141 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 9,594.35 | 9,594.35 |
| 142 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 495.05 | 49,505 |
| 143 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 530.9 | 21,236 |
| 144 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 634.45 | 25,378 |
| 145 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 20 | 1,139.3 | 22,786 |
| 146 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 3 | 1,176.8 | 3,530.4 |
| 147 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 20 | 1,685.4 | 33,708 |
| 148 | Upto 5mm depth and 5 mm width | Metre | 60 | 96.75 | 5,805 |
| 149 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,387.25 | 36,936.25 |
| 150 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,844.65 | 4,92,232.5 |
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ACS01to10ofIRGCCApril2022.pdf
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ProformaofAnnexure-VIB.pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111.pdf
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Annexure-VI.pdf
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Annexure-VVARevisedFormatForCertificate.pdf
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SpecialConditoionforRenovationofSSEPWayofficeatDWKKMBL.pdf
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TermsandConditionsforelectricalwork..pdf
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PBGFORMAT.pdf
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ProformaofMOUforJV_1.pdf
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BankDetails.pdf
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NoRelativeCertificate.pdf
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CertificateforRailwayEmployeeRe-engagement.pdf
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ProcedureForEnsuringSafetyAtWorkSite.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
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