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Tender Value
₹7.4 Cr
EMD Value
₹14.8 L
Closing Date
13 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SRDEN EST
17 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnoverof V/N or V whichever is less; where V= Advertised value of the tender incrores of Rupees N= Number of years prescribed for completion of workfor which bids have been invited. The average annual contractualturnover shall be calculated as an average of "total contractualpayments" in the previous three financial years, as per the auditedbalance sheet. However, in case balance sheet of the previous year isyet to be prepared/ audited, the audited balance sheet of the fourthprevious year shall be considered for calculating average annualcontractual turnover. The tenderers shall submit requisite information asper Annexure-VIB(Placed at Page No.35 of tender form and documentattached), along with copies of Audited Balance Sheets and Profit andLoss statement duly certified by the Chartered Accountant/ Certificatefrom Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantiallycompleted (For more details refer attached documents), any of thefollowing during last 07 (seven) years, ending last day of month previousto the one in which tender is invited:(i) Three similar works each costingnot 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 to40% of advertised value of the tender, or (iii) One similar work eachcosting not less than the amount equal to 60% of advertised value of thetender. (b) (i)In case of tenders for composite works (e.g. works involvingmore than one distinct component, such as Civil Engineering works, S&Tworks, Electrical works, OHE works etc. and in the case of major bridgessubstructure, superstructure etc.), tenderer must have successfullycompleted or substantially completed any of the following during last 07(seven) years, ending last day of month previous to the one in whichtender is invited: (i)Three similar works each costing not less than theamount equal to 30% of advertised value of each component of tender,or (ii)Two similar works each costing not less than the amount equal to40% of advertised value of each component of tender, or (iii)One similarwork each costing not less than the amount equal to 60% of advertisedvalue of each component of tender. (For more details refer attacheddocuments).
Work experience certificate from private individual shall not beconsidered. However, in addition to work experience certificates issuedby any Govt. Organisation, work experience certificate issued by Publiclisted company having average annual turnover of Rs 500 crore andabove in last 3 financial years excluding the current financial year, listedon National Stock Exchange or Bombay Stock Exchange,incorporated/registered at least 5 years prior to the date of closing oftender, shall also be considered provided the work experience certificatehas been issued by a person authorized by the Public listed company toissue such certificates. In case tenderer submits work experiencecertificate issued by public listed company, the tenderer shall also submitalong with work experience certificate, the relevant copy of work order,bill of quantities, bill wise details of payment received duly certified byChartered Accountant, TDS certificates for all payments received andcopy of final/last bill paid by company in support of above workexperience certificate.
For more details refer attached documents
Similar nature of work - Any type of civil work viz. building and structures work, pipelines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earthwork, 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
Provision / enhancement of toilet block along with divyang friendly toilet facility Kopar, Kalwa, Palasdhari, Kelavali, Dolavali, Lowjee, Thanshit, Umbermali, Juichandra, Agasan (Dativali), Navade Road, Jite, Nagothane, Somathane, Aman Lodge, Pen, Taloja, Nilje, Kaman Road, Kharbhav, Kalamboli, Dadar (Total 21 Stations).
CR-DRMWBB-2026-47-06~CR
CR-DRMWBB-2026-47-06
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹14.8 L
15 Sept 2026
15 Sept 2026
29 Sept 2026
106 items across 1 schedule · ₹5,64,34,663.74 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 1260 | 129.85 | 1,63,611 |
| 2 | All kinds of soil. | cum | 315 | 260.3 | 81,994.5 |
| 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 | 252 | 8,340.85 | 21,01,894.2 |
| 4 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 210 | 495.75 | 1,04,107.5 |
| 5 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 84 | 9,212.6 | 7,73,858.4 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 252 | 392.15 | 98,821.8 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 378 | 842.5 | 3,18,465 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1260 | 927.25 | 11,68,335 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1260 | 736.4 | 9,27,864 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2520 | 961.3 | 24,22,476 |
| 11 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 16.8 | 10,585.9 | 1,77,843.12 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 18900 | 107.85 | 20,38,365 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 18900 | 107.85 | 20,38,365 |
| 14 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 252 | 9,655.7 | 24,33,236.4 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 252 | 10,011.35 | 25,22,860.2 |
| 16 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 210 | 6,295.15 | 13,21,981.5 |
| 17 | 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 | 378 | 8,333.65 | 31,50,119.7 |
| 18 | Area of slab upto 0.50 sqm | Sqm | 378 | 5,413.5 | 20,46,303 |
| 19 | Area of slab over 0.50 sqm | Sqm | 252 | 5,136.3 | 12,94,347.6 |
| 20 | Granite work | Metre | 1512 | 510.95 | 7,72,556.4 |
| 21 | 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 | 840 | 1,267.95 | 10,65,078 |
| 22 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 840 | 5,015.05 | 42,12,642 |
| 23 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 37.8 | 2,241.8 | 84,740.04 |
| 24 | 18 mm thick | Sqm | 189 | 1,020.95 | 1,92,959.55 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 63 | 3,473.85 | 2,18,852.55 |
| 26 | On one side only | Sqm | 100.8 | 478 | 48,182.4 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1260 | 238.35 | 3,00,321 |
| 28 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 252 | 1,421.95 | 3,58,331.4 |
| 29 | 200x10 mm | Each | 126 | 69.4 | 8,744.4 |
| 30 | 125 mm | Each | 252 | 39.95 | 10,067.4 |
| 31 | 100X58X1.90 mm | Each | 315 | 107.1 | 33,736.5 |
| 32 | 150x10 mm | Each | 126 | 82.55 | 10,401.3 |
| 33 | 125 mm | Each | 189 | 66.25 | 12,521.25 |
| 34 | 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 | 11550 | 133.7 | 15,44,235 |
| 35 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 63 | 11,439.6 | 7,20,694.8 |
| 36 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S.gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer | Sqm | 151.2 | 6,566.2 | 9,92,809.44 |
| 37 | Hot finished welded type tubes | Kg | 6300 | 194.4 | 12,24,720 |
| 38 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 882 | 772.4 | 6,81,256.8 |
| 39 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 21 | 8,595.15 | 1,80,498.15 |
| 40 | Light shade pigment using white cement | Sqm | 277.2 | 1,402 | 3,88,634.4 |
| 41 | 25 mm thick | Sqm | 420 | 1,948.25 | 8,18,265 |
| 42 | Size of Tile 600x600 mm | Sqm | 1008 | 1,553.45 | 15,65,877.6 |
| 43 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 189 | 3,186.7 | 6,02,286.3 |
| 44 | 110 mm diameter | Metre | 226.8 | 377.4 | 85,594.32 |
| 45 | 110 mm bend | Each | 88.2 | 150.35 | 13,260.87 |
| 46 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3528 | 395.35 | 13,94,794.8 |
| 47 | 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 | 1008 | 518.55 | 5,22,698.4 |
| 48 | 1:3 (1 cement : 3 fine sand) | Sqm | 630 | 300.45 | 1,89,283.5 |
| 49 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1008 | 262.7 | 2,64,801.6 |
| 50 | New work (three or more coats) | Sqm | 462 | 39.05 | 18,041.1 |
| 51 | 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 | 4410 | 193.7 | 8,54,217 |
| 52 | 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 | 1050 | 170.7 | 1,79,235 |
| 53 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1365 | 226.25 | 3,08,831.25 |
| 54 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 105 | 563.9 | 59,209.5 |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 84 | 2,434.25 | 2,04,477 |
| 56 | In cement mortar | cum | 42 | 2,060.2 | 86,528.4 |
| 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 | 1260 | 3.85 | 4,851 |
| 58 | 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 | 840 | 263.95 | 2,21,718 |
| 59 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 420 | 1,045.65 | 4,39,173 |
| 60 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 420 | 1,091.5 | 4,58,430 |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 42 | 6,767.4 | 2,84,230.8 |
| 62 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 105 | 2,648.85 | 2,78,129.25 |
| 63 | 32 mm dia | Each | 105 | 119.55 | 12,552.75 |
| 64 | Rectangular shape 1500x450 mm | Each | 105 | 2,093 | 2,19,765 |
| 65 | C.P. brass | Each | 105 | 803.7 | 84,388.5 |
| 66 | Bottle trap 38 mm 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 263 gms | Each | 105 | 375.65 | 39,443.25 |
| 67 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 105 | 168.35 | 17,676.75 |
| 68 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 105 | 231.95 | 24,354.75 |
| 69 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 105 | 708.95 | 74,439.75 |
| 70 | Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe) | Each | 105 | 304.05 | 31,925.25 |
| 71 | 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 | 105 | 14,999.15 | 15,74,910.75 |
| 72 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 105 | 7,979.2 | 8,37,816 |
| 73 | 15 mm nominal dia Pipes | Metre | 630 | 497.8 | 3,13,614 |
| 74 | 20 mm nominal dia Pipes | Metre | 420 | 537.6 | 2,25,792 |
| 75 | 25 mm nominal dia Pipes | Metre | 420 | 627.25 | 2,63,445 |
| 76 | 15 mm nominal dia Pipes | Metre | 420 | 244.7 | 1,02,774 |
| 77 | 20 mm nominal dia Pipes | Metre | 420 | 274.3 | 1,15,206 |
| 78 | 25 mm nominal dia Pipes | Metre | 420 | 355.4 | 1,49,268 |
| 79 | 15 mm dia nominal bore | Metre | 315 | 366.4 | 1,15,416 |
| 80 | 20 mm dia nominal bore | Metre | 315 | 437.3 | 1,37,749.5 |
| 81 | 25 mm dia nominal bore | Metre | 315 | 551.7 | 1,73,785.5 |
| 82 | 15 mm nominal bore | Each | 315 | 353.25 | 1,11,273.75 |
| 83 | 15 mm nominal bore | Each | 210 | 353.25 | 74,182.5 |
| 84 | 25 mm nominal bore | Each | 42 | 622.4 | 26,140.8 |
| 85 | 40 mm nominal bore | Each | 42 | 826.1 | 34,696.2 |
| 86 | 50 mm nominal bore | Each | 21 | 1,026.65 | 21,559.65 |
| 87 | 15 mm nominal bore | Each | 84 | 406.85 | 34,175.4 |
| 88 | 20 mm nominal bore | Each | 84 | 462.5 | 38,850 |
| 89 | Horizontal | Each | 84 | 591.4 | 49,677.6 |
| 90 | 15 mm nominal bore | Each | 84 | 318.35 | 26,741.4 |
| 91 | 20 mm nominal bore | Each | 84 | 346.8 | 29,131.2 |
| 92 | 25 mm nominal bore | Each | 84 | 439.25 | 36,897 |
| 93 | 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 | 84 | 11 | 924 |
| 94 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 315 | 125.6 | 39,564 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 315 | 118.5 | 37,327.5 |
| 96 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 315 | 112.8 | 35,532 |
| 97 | 150 mm diameter | Metre | 210 | 695.8 | 1,46,118 |
| 98 | 200 mm diameter | Metre | 210 | 970.35 | 2,03,773.5 |
| 99 | 300 mm diameter | Metre | 315 | 2,064.15 | 6,50,207.25 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1260 | 495.05 | 6,23,763 |
| 101 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 756 | 598.6 | 4,52,541.6 |
| 102 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 126 | 1,505.25 | 1,89,661.5 |
| 103 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 630 | 688.9 | 4,34,007 |
| 104 | Frame size 65 x 125 mm | Metre | 420 | 1,381.6 | 5,80,272 |
| 105 | 30 mm thick | Sqm | 126 | 4,764.2 | 6,00,289.2 |
| 106 | 35 mm thick | Sqm | 63 | 5,432.85 | 3,42,269.55 |
| Schedule total | ₹5,64,34,663.74 | ||||
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Scopeofwork4.pdf
ATTACHMENT
AnnexureVA.pdf
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AnnexureVIB.pdf
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GCCACS1to10_compressed.pdf
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GCC_April-2022_2022.pdf
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ACSNo.11toGCC2022_compressed1.pdf GCC ACS 11
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RevisedChecklistCivilabove50lakhs.pdf Revised Check List
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CivilConditions_1.pdf
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specialconditionabove1crore.pdf
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SpecialcondforSafetyRules.pdf
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subsectionrlyboardletter_1.pdf
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