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Tender Value
₹1.6 Cr
EMD Value
₹2.3 L
Closing Date
26 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
SR.DENC
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:- 1) RDSA ground development. 2) Construction of Boundary Wall with barbed wire fencing, CC Road and other Misc. work in Divisional Depot & Scrap yard at Rajkot). and 3) Pathway and associated works in connection with Provision of Under Floor Wheel Lathe at Rajkot Coaching Depot.
DRM-RJT-2025-26-E-95
DRM-RJT-2025-26-E-95
Open
Works - General
9 Months
Rajkot, Gujarat
₹0
₹2.3 L
26 Mar 2026
3 Mar 2026
12 Mar 2026
117 items across 3 schedules · ₹1,97,80,147.09 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 583 | 177.5 | 1,03,482.5 |
| 2 | Ordinary rock | cum | 73 | 498.9 | 36,419.7 |
| 3 | All kinds of soil. | cum | 45.14 | 260.3 | 11,749.94 |
| 4 | 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 | 155 | 196 | 30,380 |
| 5 | All kinds of soil | cum | 213 | 126.8 | 27,008.4 |
| 6 | Ordinary or hard rock | cum | 73 | 227.4 | 16,600.2 |
| 7 | All kinds of soil | Sqm | 120 | 34.15 | 4,098 |
| 8 | 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 | 22.4 | 7,878.5 | 1,76,478.4 |
| 9 | 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 | 20 | 7,294.7 | 1,45,894 |
| 10 | 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 | 180 | 7,178.75 | 12,92,175 |
| 11 | Foundations, footings, bases for columns | Sqm | 200 | 392.15 | 78,430 |
| 12 | 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 50 kg cement used | 300 | 18.15 | 5,445 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 18.4 | 392.15 | 7,215.56 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 321 | 842.5 | 2,70,442.5 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 157.99 | 927.25 | 1,46,496.23 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 126.28 | 736.4 | 92,992.59 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 272.8 | 961.3 | 2,62,242.64 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 12885 | 107.85 | 13,89,647.25 |
| 19 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2150 | 107.85 | 2,31,877.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 18 | 9,504.75 | 1,71,085.5 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 74 | 9,655.7 | 7,14,521.8 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 9,860.4 | 1,47,906 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 6 | 10,011.35 | 60,068.1 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 149.06 | 733.5 | 1,09,335.51 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 5.04 | 5,413.5 | 27,284.04 |
| 26 | 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 | 170 | 1,267.95 | 2,15,551.5 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5.28 | 3,167.95 | 16,726.78 |
| 28 | On one side only | Sqm | 5.28 | 478 | 2,523.84 |
| 29 | 300x16 mm | Each | 10 | 216.55 | 2,165.5 |
| 30 | 125 mm | Each | 5 | 39.95 | 199.75 |
| 31 | 100 mm | Each | 5 | 32.55 | 162.75 |
| 32 | 150 mm | Each | 5 | 33.1 | 165.5 |
| 33 | 150x10 mm | Each | 10 | 287.25 | 2,872.5 |
| 34 | Single rubber stopper | Each | 5 | 39.6 | 198 |
| 35 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 56 | 570.95 | 31,973.2 |
| 36 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 26.4 | 4,488.95 | 1,18,508.28 |
| 37 | 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 | 722 | 133.7 | 96,531.4 |
| 38 | Hot finished welded type tubes | Kg | 4307.2 | 194.4 | 8,37,319.68 |
| 39 | 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 | 91.25 | 1,096.55 | 1,00,060.19 |
| 40 | Size of Tile 600x600 mm | Sqm | 10.24 | 1,553.45 | 15,907.33 |
| 41 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 42 | 110 mm bend | Each | 5 | 150.35 | 751.75 |
| 43 | 110 mm Shoe | Each | 5 | 131.85 | 659.25 |
| 44 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 45 | 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 | 132 | 738.65 | 97,501.8 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 276 | 333.35 | 92,004.6 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 1100 | 399.45 | 4,39,395 |
| 48 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2700 | 116.9 | 3,15,630 |
| 49 | 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 | 100 | 160.6 | 16,060 |
| 50 | 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 | 200 | 170.7 | 34,140 |
| 51 | 3 mm thick | Sqm | 534.1 | 537.45 | 2,87,052.05 |
| 52 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 25 | 2,434.25 | 60,856.25 |
| 53 | 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 | 1.53 | 3,551.25 | 5,433.41 |
| 54 | In cement mortar | cum | 37.28 | 2,060.2 | 76,804.26 |
| 55 | In cement mortar | cum | 120 | 2,458.95 | 2,95,074 |
| 56 | 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 | 20000 | 5.65 | 1,13,000 |
| 57 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 10000 | 3.85 | 38,500 |
| 58 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 5000 | 0.85 | 4,250 |
| 59 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 5000 | 0.85 | 4,250 |
| 60 | 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 | 360.26 | 263.95 | 95,090.63 |
| 61 | 90 mm to 45 mm size stone aggregate | cum | 330 | 2,098.4 | 6,92,472 |
| 62 | 63 mm to 45 mm size stone aggregate | cum | 80 | 1,636.05 | 1,30,884 |
| 63 | Moorum | cum | 240 | 768.25 | 1,84,380 |
| 64 | 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 | 726.68 | 1,046.95 | 7,60,797.63 |
| 65 | With G.I. barbed wire | Metre | 2100 | 22.1 | 46,410 |
| 66 | Cement concrete prepared with batch mixing machine | cum | 300 | 10,529.35 | 31,58,805 |
| 67 | 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 |
| 68 | 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 |
| 69 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. | Sqm | 200 | 131.75 | 26,350 |
| 70 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 200 | 402.95 | 80,590 |
| 71 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 500 | 1,045.65 | 5,22,825 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 73 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 2,226.35 | 4,452.7 |
| 74 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 3,169.05 | 12,676.2 |
| 75 | 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 | 6 | 1,648.95 | 9,893.7 |
| 76 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 77 | Circular shape 450 mm dia | Each | 4 | 1,479.05 | 5,916.2 |
| 78 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 6 | 175.4 | 1,052.4 |
| 79 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 80 | 50 mm nominal dia Pipes | Metre | 50 | 934.15 | 46,707.5 |
| 81 | 15 mm nominal dia Pipes | Metre | 25 | 497.8 | 12,445 |
| 82 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 83 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| 84 | 50 mm nominal dia Pipes | Metre | 300 | 794.25 | 2,38,275 |
| 85 | 80 mm nominal dia Pipes | Metre | 37 | 2,166.35 | 80,154.95 |
| 86 | 100 mm nominal dia Pipes | Metre | 500 | 3,271.7 | 16,35,850 |
| 87 | 80 mm dia nominal bore | Metre | 100 | 1,041.7 | 1,04,170 |
| 88 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 89 | Horizontal | Each | 7 | 3,664.75 | 25,653.25 |
| 90 | Up to 300 mm dia | Quintal | 1 | 8,913.15 | 8,913.15 |
| 91 | Class I | Each | 5 | 4,791.2 | 23,956 |
| 92 | 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 | 1000 | 11 | 11,000 |
| 93 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 94 | 15 mm nominal bore | Each | 5 | 820.7 | 4,103.5 |
| 95 | 15 mm nominal bore | Each | 5 | 798.95 | 3,994.75 |
| 96 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 97 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 98 | 150 mm diameter | Metre | 100 | 695.8 | 69,580 |
| 99 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 20 | 530.9 | 10,618 |
| 100 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 20 | 634.45 | 12,689 |
| 101 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 5 | 1,176.8 | 5,884 |
| 102 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 7,387.25 | 8,86,470 |
| 103 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 9,844.65 | 9,84,465 |
| Schedule total | ₹1,90,25,158.99 | ||||
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ProformaofAnnexure-VIB.pdf
ATTACHMENT
Annexure-VI.pdf
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Annexure-VA.pdf
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Annexure-VVARevisedFormatForCertificate.pdf
ATTACHMENT
PBGFORMAT.pdf
ATTACHMENT
ACS01to10ofIRGCCApril2022.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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LetterofCreditasModeofPayment.pdf
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ProcedureforpaymentofcontractorbillImplementationofGST.pdf Procedure for Payment
ATTACHMENT
ProcedureForEnsuringSafetyAtWorkSite.pdf
ATTACHMENT
SafetyRules.pdf
ATTACHMENT
IRSGCC APRIL 2022
ATTACHMENT
ProcedureforpaymentofcontractorbillImplementationofGST.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
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