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Tender Value
₹1.8 Cr
EMD Value
₹2.4 L
Closing Date
20 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SRDEN EST
17 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(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
1 For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (For more details refer attached documents).
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
For more details refer attached documents
Similar nature of work - Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
16 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
Repairs of unsafe balconies and chajjas, arresting leakages in toilet, bathroom area, repairing of doors and windows, plumbing, sanitation, flooring, painting work of RB-I/ 2 and 4 building (40 Units) and circulating area improvement work at GTBN Railway Colony under ADEN(Wks) BY.
CR-DRMWBB-2026-05-02
CR-DRMWBB-2026-05-02
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹2.4 L
20 Feb 2026
27 Jan 2026
6 Feb 2026
109 items across 1 schedule · ₹2,34,68,095.02 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 610 | 494.1 | 3,01,401 |
| 2 | All kinds of soil | cum | 235 | 177.5 | 41,712.5 |
| 3 | 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 | 17 | 8,340.85 | 1,41,794.45 |
| 4 | 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 | 2.5 | 10,357.55 | 25,893.88 |
| 5 | Foundations, footings, bases for columns | Sqm | 10 | 392.15 | 3,921.5 |
| 6 | 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 | 2 | 9,045.75 | 18,091.5 |
| 7 | 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 | 40 | 10,852.95 | 4,34,118 |
| 8 | cum | 10 | 11,505.5 | 1,15,055 | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 20 | 392.15 | 7,843 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 160 | 842.5 | 1,34,800 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 927.25 | 46,362.5 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 20 | 736.4 | 14,728 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 355 | 961.3 | 3,41,261.5 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 105 | 951.1 | 99,865.5 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 160 | 107.85 | 17,256 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 4000 | 107.85 | 4,31,400 |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 360 | 78.4 | 28,224 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 7,132.25 | 2,49,628.75 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 9,344.35 | 93,443.5 |
| 20 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 40 | 8,333.65 | 3,33,346 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 80 | 3,414.8 | 2,73,184 |
| 22 | Area of slab over 0.50 sqm | Sqm | 55 | 3,078.4 | 1,69,312 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 250 | 4,170.7 | 10,42,675 |
| 24 | Area of slab over 0.50 sqm | Sqm | 80 | 3,848.7 | 3,07,896 |
| 25 | Each | 40 | 978.7 | 39,148 | |
| 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 | 1225 | 1,267.95 | 15,53,238.75 |
| 27 | Second class teak wood | cum | 2.88 | 1,42,949.7 | 4,11,695.14 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 160 | 2,392.65 | 3,82,824 |
| 29 | 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 | 160 | 462.35 | 73,976 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1568 | 238.35 | 3,73,732.8 |
| 31 | 100X58X1.90 mm | Each | 360 | 107.1 | 38,556 |
| 32 | 250x16 mm | Each | 40 | 260.6 | 10,424 |
| 33 | 200x10 mm | Each | 80 | 99.7 | 7,976 |
| 34 | 125 mm | Each | 80 | 66.25 | 5,300 |
| 35 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. 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 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 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. | Sqm | 140 | 3,253.8 | 4,55,532 |
| 36 | 1.0 mm thick | Sqm | 320 | 897.3 | 2,87,136 |
| 37 | With 12 mm mild steel U beading | Sqm | 135 | 1,228 | 1,65,780 |
| 38 | 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 | 500 | 133.7 | 66,850 |
| 39 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 8 | 5,804.35 | 46,434.8 |
| 40 | 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 | 120 | 1,096.55 | 1,31,586 |
| 41 | Size of Tile 600x600 mm | Sqm | 1135 | 1,553.45 | 17,63,165.75 |
| 42 | 75 mm diameter | Metre | 200 | 248.8 | 49,760 |
| 43 | 110 mm diameter | Metre | 180 | 377.4 | 67,932 |
| 44 | 110 mm | Each | 12 | 136.15 | 1,633.8 |
| 45 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 46 | 75 mm | Each | 70 | 369.85 | 25,889.5 |
| 47 | 110 mm | Each | 60 | 371.3 | 22,278 |
| 48 | 1:4 (1 cement: 4 fine sand) | Sqm | 450 | 399.45 | 1,79,752.5 |
| 49 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1015 | 487.4 | 4,94,711 |
| 50 | 1:3 (1 cement : 3 fine sand) | Sqm | 290 | 300.45 | 87,130.5 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2235 | 262.7 | 5,87,134.5 |
| 52 | 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 | 2400 | 193.7 | 4,64,880 |
| 53 | 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 | 1000 | 176.25 | 1,76,250 |
| 54 | 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 | 470 | 170.7 | 80,229 |
| 55 | Old work (one or more coats) | Sqm | 2240 | 62.7 | 1,40,448 |
| 56 | Two coats | Sqm | 5580 | 142.8 | 7,96,824 |
| 57 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 7820 | 73.95 | 5,78,289 |
| 58 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | Each | 320 | 217.1 | 69,472 |
| 59 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 30 | 2,434.25 | 73,027.5 |
| 60 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 61 | Of area 3 sq. metres and below | Each | 200 | 367.2 | 73,440 |
| 62 | For thickness of tiles 10 mm to 25 mm | Sqm | 800 | 73.4 | 58,720 |
| 63 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 200 | 113.35 | 22,670 |
| 64 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 90 | 11,098.45 | 9,98,860.5 |
| 65 | 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 |
| 66 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 70 | 3,081.95 | 2,15,736.5 |
| 67 | 610x460 mm bowl depth 200 mm | Each | 40 | 3,873.8 | 1,54,952 |
| 68 | Orissa pattern W.C. pan of size 580x440 mm | Each | 40 | 3,169.05 | 1,26,762 |
| 69 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,784.95 | 27,849.5 |
| 70 | 32 mm dia | Each | 40 | 103.9 | 4,156 |
| 71 | 20 mm nominal dia Pipes | Metre | 200 | 335 | 67,000 |
| 72 | 25 mm nominal dia Pipes | Metre | 160 | 401.55 | 64,248 |
| 73 | 15 mm nominal dia Pipes | Metre | 400 | 497.8 | 1,99,120 |
| 74 | 20 mm nominal dia Pipes | Metre | 600 | 537.6 | 3,22,560 |
| 75 | 15 mm dia nominal bore | Metre | 75 | 366.4 | 27,480 |
| 76 | 20 mm dia nominal bore | Metre | 195 | 437.3 | 85,273.5 |
| 77 | 25 mm dia nominal bore | Metre | 135 | 551.7 | 74,479.5 |
| 78 | 50 mm dia nominal bore | Metre | 100 | 1,048.35 | 1,04,835 |
| 79 | 25 mm dia nominal bore | Metre | 50 | 467.75 | 23,387.5 |
| 80 | 50 mm dia nominal bore | Metre | 80 | 762.15 | 60,972 |
| 81 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 82 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 83 | Horizontal | Each | 5 | 591.4 | 2,957 |
| 84 | Vertical | Each | 5 | 624.1 | 3,120.5 |
| 85 | 15 mm nominal bore | Each | 5 | 318.35 | 1,591.75 |
| 86 | 20 mm nominal bore | Each | 5 | 346.8 | 1,734 |
| 87 | 25 mm nominal bore | Each | 5 | 439.25 | 2,196.25 |
| 88 | 50 mm nominal bore | Each | 5 | 823.8 | 4,119 |
| 89 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. | Per Litre | 10000 | 11 | 1,10,000 |
| 90 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 120 | 125.6 | 15,072 |
| 91 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 80 | 118.5 | 9,480 |
| 92 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 40 | 208.45 | 8,338 |
| 93 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 10 | 112.8 | 1,128 |
| 94 | 100 mm nominal dia | Each | 80 | 37.6 | 3,008 |
| 95 | 200 mm diameter | Metre | 100 | 970.35 | 97,035 |
| 96 | 250 mm dia. R.C.C. pipe | Metre | 80 | 899.8 | 71,984 |
| 97 | 300 mm dia. R.C.C. pipe | Metre | 50 | 994.3 | 49,715 |
| 98 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 3450 | 530.9 | 18,31,605 |
| 99 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 3350 | 634.45 | 21,25,407.5 |
| 100 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 355 | 1,176.8 | 4,17,764 |
| 101 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 120 | 617.05 | 74,046 |
| 102 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 400 | 1,684.6 | 6,73,840 |
| 103 | 50mm average thickness | Sqm | 215 | 256.35 | 55,115.25 |
| 104 | 25 mm average thickness | Sqm | 300 | 126.75 | 38,025 |
| 105 | Bars upto 12 mm diameter | Metre | 16470 | 8.25 | 1,35,877.5 |
| 106 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 515 | 141.2 | 72,718 |
| 107 | 25 mm average thickness in 2 layers. | Sqm | 515 | 587.35 | 3,02,485.25 |
| 108 | 100 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 80 | 1,138.25 | 91,060 |
| 109 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | Sqm | 1125 | 29.25 | 32,906.25 |
| Schedule total | ₹2,34,68,095.02 | ||||
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nit.pdf
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TenderFormGTBN.pdf
ATTACHMENT
AnnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
RevisedChecklistCivilabove50lakhs.pdf Check list
ATTACHMENT
GCC_April-2022_2022.pdf
ATTACHMENT
GCCACS1to10.pdf
ATTACHMENT
SpecialcondforSafetyRules.pdf
ATTACHMENT
specialconditionabove1crore.pdf
ATTACHMENT
CivilConditions_1.pdf
ATTACHMENT
subsectionrlyboardletter.pdf
ATTACHMENT
scopeofwork.pdf
ATTACHMENT
RevisedChecklistCivilabove50lakhs.pdf
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