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Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
11 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
DEN CSTM
17 conditions · 2 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.
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.
Defination of Similar Work :- Any type of civil work viz. building & 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.
17 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
Maintenance period is 12 month.
(A)(a) CSMT- Provision of gang hut for P-Way staff between PF No-9 & 10 offices at CSMT.(b) CSMT- Provision of toilet blocks and septic tank for the proposed gang hut and existing C&W and train lighting staff near PF No- 9 & 10 at CSMT.(B)CSMT- Removal of vegetation from service buildings, clearing of civil debris from circulating area and levelling works under SSE/W/CSMT(Period : one year) (C) CSMT- Provision of centralized AC in bid hall of Sr. DSC (Co)/RPF office at CSMT, Mumbai.(D) CSMT- Extension of Pit and Stabling lines between PF 15 & 16 by 75m towards dead end.(IRPSM -01.02.16.25.3.51.008)
CR-DRMWBB-2026-42-02~CR
CR-DRMWBB-2026-42-02
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹7.7 L
18 Aug 2026
18 Aug 2026
28 Aug 2026
131 items across 1 schedule · ₹4,27,27,335.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | Tonne | 11000 | 232.31 | 25,55,410 |
| 2 | Beyond 5 km upto 10 km per km | tonne- Km | 11000 | 16.47 | 1,81,170 |
| 3 | Beyond 10 km upto 20 km per km | tonne- Km | 11000 | 13.41 | 1,47,510 |
| 4 | Beyond 20 km per addl. km | tonne- Km | 11000 | 10.79 | 1,18,690 |
| 5 | 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 | 170 | 494.1 | 83,997 |
| 6 | All kinds of soil | cum | 1673 | 177.5 | 2,96,957.5 |
| 7 | Ordinary rock | cum | 84 | 498.9 | 41,907.6 |
| 8 | Hard rock (blasting prohibited) | cum | 56 | 1,432.95 | 80,245.2 |
| 9 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1150 | 17.6 | 20,240 |
| 10 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1150 | 8.95 | 10,292.5 |
| 11 | 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 | 11 | 7,878.5 | 86,663.5 |
| 12 | 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 | 210 | 7,294.7 | 15,31,887 |
| 13 | 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 | 77 | 10,357.55 | 7,97,531.35 |
| 14 | 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 | 17 | 9,895.2 | 1,68,218.4 |
| 15 | Foundations, footings, bases for columns | Sqm | 1069 | 392.15 | 4,19,208.35 |
| 16 | 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 | 38 | 9,045.75 | 3,43,738.5 |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%. | cum | 66 | 8,874.95 | 5,85,746.7 |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) up to 20% | cum | 17 | 10,682.15 | 1,81,596.55 |
| 19 | cum | 8 | 11,505.5 | 92,044 | |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1000 | 392.15 | 3,92,150 |
| 21 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 342 | 927.25 | 3,17,119.5 |
| 22 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 580 | 736.4 | 4,27,112 |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 177 | 961.3 | 1,70,150.1 |
| 24 | Hot rolled deformed bars | Kg | 12990 | 107.85 | 14,00,971.5 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25511 | 107.85 | 27,51,361.35 |
| 26 | Hot rolled deformed bars | Kg | 1178 | 107.85 | 1,27,047.3 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 26777 | 107.85 | 28,87,899.45 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 54 | 9,504.75 | 5,13,256.5 |
| 29 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 441 | 9,655.7 | 42,58,163.7 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 90 | 9,860.4 | 8,87,436 |
| 31 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 207 | 10,011.35 | 20,72,349.45 |
| 32 | With F.P.S.(non modular) bricks | cum | 30 | 9,299.9 | 2,78,997 |
| 33 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 89 | 10,195.45 | 9,07,395.05 |
| 34 | Area of slab upto 0.50 sqm | Sqm | 65 | 5,413.5 | 3,51,877.5 |
| 35 | Area of slab over 0.50 sqm | Sqm | 95 | 5,136.3 | 4,87,948.5 |
| 36 | Granite work | Metre | 184 | 510.95 | 94,014.8 |
| 37 | 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 | 132 | 1,267.95 | 1,67,369.4 |
| 38 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 3,473.85 | 72,950.85 |
| 39 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 22 | 2,392.65 | 52,638.3 |
| 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 | 21 | 462.35 | 9,709.35 |
| 41 | 100x58x1.90 mm | Each | 6 | 45 | 270 |
| 42 | 300x16 mm | Each | 32 | 216.55 | 6,929.6 |
| 43 | 250x10 mm | Each | 44 | 83.9 | 3,691.6 |
| 44 | 100X58X1.90 mm | Each | 12 | 107.1 | 1,285.2 |
| 45 | 125x85x5.5 mm (heavy type) | Each | 20 | 268.65 | 5,373 |
| 46 | 250x10 mm | Each | 10 | 441.6 | 4,416 |
| 47 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 48 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 10 | 121.65 | 1,216.5 |
| 49 | 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 | 15 | 1,124.85 | 16,872.75 |
| 50 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 38 | 3,720.75 | 1,41,388.5 |
| 51 | 1.0 mm thick | Sqm | 40 | 897.3 | 35,892 |
| 52 | 100mm | Each | 44 | 90.45 | 3,979.8 |
| 53 | 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 | 12600 | 133.7 | 16,84,620 |
| 54 | Hot finished welded type tubes | Kg | 5200 | 194.4 | 10,10,880 |
| 55 | Light shade pigment using white cement | Sqm | 3600 | 1,402 | 50,47,200 |
| 56 | Size of Tile 600x600 mm | Sqm | 392 | 1,553.45 | 6,08,952.4 |
| 57 | Size of Tile 800x800 mm | Sqm | 60 | 1,885.5 | 1,13,130 |
| 58 | Size of Tile 1000x1000 mm | Sqm | 20 | 2,089.65 | 41,793 |
| 59 | Size of Tile 600 x 600 mm | Sqm | 352 | 1,502.75 | 5,28,968 |
| 60 | Size of Tile 600 x 1200 mm | Sqm | 12 | 1,798.8 | 21,585.6 |
| 61 | Size of Tile 800 x 800 mm | Sqm | 190 | 1,728.8 | 3,28,472 |
| 62 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 8 | 4,481.3 | 35,850.4 |
| 63 | 110 mm diameter | Metre | 180 | 377.4 | 67,932 |
| 64 | 110x110x110 mm | Each | 15 | 234.15 | 3,512.25 |
| 65 | 110 mm | Each | 25 | 371.3 | 9,282.5 |
| 66 | 1:4 (1 cement: 4 fine sand) | Sqm | 180 | 347.05 | 62,469 |
| 67 | 1:4 (1 cement: 4 fine sand) | Sqm | 646 | 399.45 | 2,58,044.7 |
| 68 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 351 | 518.55 | 1,82,011.05 |
| 69 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1618 | 262.7 | 4,25,048.6 |
| 70 | 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 | 1882 | 193.7 | 3,64,543.4 |
| 71 | 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 | 1700 | 170.7 | 2,90,190 |
| 72 | Two or more coats on new work | Sqm | 50 | 155.9 | 7,795 |
| 73 | Old work (one or more coats) | Sqm | 300 | 62.7 | 18,810 |
| 74 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 200 | 19.75 | 3,950 |
| 75 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 876 | 25.15 | 22,031.4 |
| 76 | Orissa pattern W.C Pan of size 580x440 mm | Each | 2 | 4,478.75 | 8,957.5 |
| 77 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 132 | 1,503.6 | 1,98,475.2 |
| 78 | 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 | 91 | 3,551.25 | 3,23,163.75 |
| 79 | In cement mortar | cum | 109 | 2,060.2 | 2,24,561.8 |
| 80 | Of area beyond 3 sq. metres | Each | 15 | 502.75 | 7,541.25 |
| 81 | Channels, angles, tees and flats | Kg | 1500 | 2.3 | 3,450 |
| 82 | 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 |
| 83 | For thickness of tiles 10 mm to 25 mm | Sqm | 1159 | 73.4 | 85,070.6 |
| 84 | Asbestos Cement sheet | Sqm | 316 | 77.3 | 24,426.8 |
| 85 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 453 | 54.65 | 24,756.45 |
| 86 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 498 | 56.35 | 28,062.3 |
| 87 | 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 | 600 | 263.95 | 1,58,370 |
| 88 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 89 | 470x420 mm bowl depth 178 mm | Each | 2 | 3,407.2 | 6,814.4 |
| 90 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 10 | 349.15 | 3,491.5 |
| 91 | 10 litre capacity - White | Each | 4 | 1,190.65 | 4,762.6 |
| 92 | White solid plastic seat with lid | Each | 4 | 684.85 | 2,739.4 |
| 93 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 4 | 1,034.8 | 4,139.2 |
| 94 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 4,048.65 | 16,194.6 |
| 95 | Flat back wash basin of size 550x400 mm | Each | 4 | 992.6 | 3,970.4 |
| 96 | 40 mm dia | Each | 40 | 116.7 | 4,668 |
| 97 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 98 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 6 | 107.2 | 643.2 |
| 99 | 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 | 2 | 14,999.15 | 29,998.3 |
| 100 | 20 mm nominal dia Pipes | Metre | 64 | 335 | 21,440 |
| 101 | 32 mm nominal dia Pipes | Metre | 40 | 518.75 | 20,750 |
| 102 | 40 mm nominal dia Pipes | Metre | 16 | 702.95 | 11,247.2 |
| 103 | 20 mm nominal dia Pipes | Metre | 64 | 537.6 | 34,406.4 |
| 104 | 25 mm nominal dia Pipes | Metre | 64 | 355.4 | 22,745.6 |
| 105 | 50 mm nominal dia Pipes | Metre | 40 | 794.25 | 31,770 |
| 106 | 80 mm nominal dia Pipes | Metre | 160 | 2,166.35 | 3,46,616 |
| 107 | 25 mm dia nominal bore | Metre | 160 | 467.75 | 74,840 |
| 108 | 50 mm dia nominal bore | Metre | 200 | 762.15 | 1,52,430 |
| 109 | 25 mm nominal bore | Each | 2 | 622.4 | 1,244.8 |
| 110 | 50 mm nominal bore | Each | 3 | 1,026.65 | 3,079.95 |
| 111 | 100 mm diameter | Each | 4 | 193.95 | 775.8 |
| 112 | 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 | 10000 | 11 | 1,10,000 |
| 113 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 114 | 15 mm nominal bore | Each | 4 | 798.95 | 3,195.8 |
| 115 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 10 | 196.75 | 1,967.5 |
| 116 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 10 | 129.9 | 1,299 |
| 117 | 100 mm nominal dia | Each | 10 | 37.6 | 376 |
| 118 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2669 | 495.05 | 13,21,288.45 |
| 119 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 103 | 530.9 | 54,682.7 |
| 120 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 169 | 598.6 | 1,01,163.4 |
| 121 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 201 | 634.45 | 1,27,524.45 |
| 122 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,176.8 | 11,768 |
| 123 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 104 | 1,505.25 | 1,56,546 |
| 124 | 50mm average thickness | Sqm | 160 | 256.35 | 41,016 |
| 125 | 25 mm average thickness | Sqm | 745 | 126.75 | 94,428.75 |
| 126 | Bars upto 12 mm diameter | Metre | 1754 | 8.25 | 14,470.5 |
| 127 | Bars above 12 mm diameter | Metre | 2014 | 16.45 | 33,130.3 |
| 128 | Upto and including 12mm dia. | Each | 180 | 141.2 | 25,416 |
| 129 | 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 | 905 | 141.2 | 1,27,786 |
| 130 | 25 mm average thickness in 2 layers. | Sqm | 905 | 587.35 | 5,31,551.75 |
| 131 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 480 | 569.15 | 2,73,192 |
| Schedule total | ₹4,27,27,335.8 | ||||
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nit.pdf
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ANnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
GCC April 2022
ATTACHMENT
GCCACS-1.pdf
ATTACHMENT
GCCACS-2.pdf
ATTACHMENT
GCCACS-3.pdf
ATTACHMENT
GCCACS-4.pdf
ATTACHMENT
GCCACS-5.pdf
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GCCACS-6.pdf
ATTACHMENT
GCC ACS6CS
ATTACHMENT
ACSNo.7toGCCJuly2022.pdf
ATTACHMENT
ACSNo.8toGCCJuly2022.pdf
ATTACHMENT
ACSNo9toGCCJuly2022.pdf
ATTACHMENT
ACS10toGCC2022.pdf
ATTACHMENT
ChecklistfordocumentforCivilTrackR.pdf
ATTACHMENT
Auditparasubsectioning.pdf
ATTACHMENT
AdditionalSpecialconditionfortender1.pdf
ATTACHMENT
SplCond1cr.pdf
ATTACHMENT
SafetyRules.pdf
ATTACHMENT
scopeOFwork.pdf
ATTACHMENT
Tenderform.pdf
ATTACHMENT
CivilConditions_1.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
ATTACHMENT
2022-CE-I-CT-GCCCorrespondencedated.14.05.2024.pdf
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