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Tender Value
₹5.7 Cr
EMD Value
₹4.3 L
Closing Date
24 Dec 2025, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RCF HQ
15 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.(See detail in tender document)
(i)(a) The 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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or 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 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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (i): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii) 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. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 1.4.1 : 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 atleast 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.
Defination of Similar Work :- Any civil engineering work (excluding horticulture work, sanitation work, track work & material supply work)
7 conditions · 4 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.
All credential documents submitted through DSC i.e. all document received in E-tenders , will be treated as self attested by tenderer & considered valid for evaluation and there will be no compulsion of manual attestation.
Construction of embedded track & cemented flooring, extension of cantilever beam, provision of aluminium cabins, store shed, extension of CMT Lab etc. in workshop area of RCF, Kapurthala.
RCF-CE-WA-EOT-35-25-26~RCF
RCF-CE-WA-EOT-35-25-26
Open
Works - General
10 Months
Kapurthala, Punjab
₹0
₹4.3 L
24 Dec 2025
2 Dec 2025
10 Dec 2025
139 items across 3 schedules · ₹6,29,38,437.63 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 286 | 203.98 | 58,338.28 |
| 2 | All kinds of soil | cum | 1760 | 205.45 | 3,61,592 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 571 | 253.95 | 1,45,005.45 |
| 4 | All kinds of soil | Sqm | 2009 | 28.15 | 56,553.35 |
| 5 | Beyond 30 cm girth upto and including 60 cm girth | Each | 19 | 439.25 | 8,345.75 |
| 6 | Beyond 60 cm girth upto and including 120 cm girth | Each | 31 | 1,957.15 | 60,671.65 |
| 7 | Beyond 120 cm girth upto and including 240 cm girth | Each | 30 | 9,084.05 | 2,72,521.5 |
| 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 | 26 | 7,365.15 | 1,91,493.9 |
| 9 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1030 | 6,326.05 | 65,15,831.5 |
| 10 | 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 | 4.6 | 9,793.75 | 45,051.25 |
| 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 | 6 | 9,375.2 | 56,251.2 |
| 12 | 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 | 663 | 8,364.2 | 55,45,464.6 |
| 13 | 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 | 1 | 10,185.05 | 10,185.05 |
| 14 | cum | 207 | 10,719.3 | 22,18,895.1 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 153 | 307.95 | 47,116.35 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 648 | 766.55 | 4,96,724.4 |
| 17 | Shelves (Cast in situ) | Sqm | 10 | 766.55 | 7,665.5 |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 83 | 608.35 | 50,493.05 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 189 | 804.25 | 1,52,003.25 |
| 20 | Under 20 cm wide | Metre | 1077 | 181.9 | 1,95,906.3 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 36249 | 89.65 | 32,49,722.85 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22065 | 89.65 | 19,78,127.25 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 161 | 8,683.8 | 13,98,091.8 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 225 | 688.45 | 1,54,901.25 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 206 | 6,658.25 | 13,71,599.5 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 22 | 8,512.1 | 1,87,266.2 |
| 27 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). | Sqm | 323 | 645.95 | 2,08,641.85 |
| 28 | 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 | 168 | 1,063.45 | 1,78,659.6 |
| 29 | 30 mm thick shutters | Sqm | 56 | 2,333.5 | 1,30,676 |
| 30 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 64 | 1,897.1 | 1,21,414.4 |
| 31 | For 2nd class teak wood and other class of wood shutters | Sqm | 77 | -202.55 | -15,596.35 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 31 | 3,086.1 | 95,669.1 |
| 33 | Kiln seasoned and chemically treated hollock wood | Sqm | 25 | 3,287.3 | 82,182.5 |
| 34 | Kiln seasoned and chemically treated hollock wood | Sqm | 32 | 2,981.75 | 95,416 |
| 35 | Fixed to steel windows by welding | Kg | 679 | 181 | 1,22,899 |
| 36 | 150 mm | Each | 22 | 251.7 | 5,537.4 |
| 37 | 300x16 mm | Each | 43 | 180.55 | 7,763.65 |
| 38 | 250x10 mm | Each | 77 | 74.65 | 5,748.05 |
| 39 | 200x10 mm | Each | 111 | 61.05 | 6,776.55 |
| 40 | 150x10 mm | Each | 339 | 53.05 | 17,983.95 |
| 41 | 100 mm | Each | 233 | 28.25 | 6,582.25 |
| 42 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 14 | 856.3 | 11,988.2 |
| 43 | 250x16 mm | Each | 10 | 234.9 | 2,349 |
| 44 | 250x10 mm | Each | 77 | 104.4 | 8,038.8 |
| 45 | 200x10 mm | Each | 112 | 90.8 | 10,169.6 |
| 46 | 150x10 mm | Each | 367 | 75.55 | 27,726.85 |
| 47 | 125 mm | Each | 28 | 60.05 | 1,681.4 |
| 48 | 100 mm | Each | 129 | 53.25 | 6,869.25 |
| 49 | Twin rubber stopper | Each | 14 | 62.25 | 871.5 |
| 50 | 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 | 44380 | 111.95 | 49,68,341 |
| 51 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 129 | 3,008.8 | 3,88,135.2 |
| 52 | Providing and fixing ball bearing for rolling shutters. | Each | 12.45 | 424.2 | 5,281.29 |
| 53 | Exceeding 16.80 sqm in area | Sqm | 129 | 1,108.7 | 1,43,022.3 |
| 54 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 194 | 444.5 | 86,233 |
| 55 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 194 | 511.4 | 99,211.6 |
| 56 | Hot finished welded type tubes | Kg | 37780 | 154.9 | 58,52,122 |
| 57 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 15 | 185.95 | 2,789.25 |
| 58 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 15 | 185.2 | 2,778 |
| 59 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2218 | 88.5 | 1,96,293 |
| 60 | Providing and fixing bolts including nuts and washers complete. | Kg | 5385 | 140.15 | 7,54,707.75 |
| 61 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 8096 | 142.3 | 11,52,060.8 |
| 62 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 388 | 545 | 2,11,460 |
| 63 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 94 | 7,958.65 | 7,48,113.1 |
| 64 | 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 | 180 | 935.6 | 1,68,408 |
| 65 | Size of Tile 600x600 mm | Sqm | 145 | 1,416.65 | 2,05,414.25 |
| 66 | Size of Tile 600 x 600 mm | Sqm | 720 | 1,286.6 | 9,26,352 |
| 67 | Size of Tile 600x600 mm | Sqm | 64 | 1,466.5 | 93,856 |
| 68 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 720 | 905.8 | 6,52,176 |
| 69 | In 75x75 mm deep chase | Metre | 194 | 260.2 | 50,478.8 |
| 70 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 12 | 266.6 | 3,199.2 |
| 71 | 110 mm diameter | Metre | 87 | 319.75 | 27,818.25 |
| 72 | 75 mm bend | Each | 12 | 91.8 | 1,101.6 |
| 73 | 110 mm bend | Each | 42 | 132 | 5,544 |
| 74 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 145 | 671.55 | 97,374.75 |
| 75 | 1:4 (1 cement: 4 fine sand) | Sqm | 288 | 294.85 | 84,916.8 |
| 76 | 1:6 (1 cement: 6 fine sand) | Sqm | 2154 | 282 | 6,07,428 |
| 77 | 1:3 (1 cement : 3 fine sand) | Sqm | 140 | 253.05 | 35,427 |
| 78 | Raised Band | cm per metre | 1206 | 9.55 | 11,517.3 |
| 79 | Flush / Ruled/ Struck or weathered pointing | Sqm | 1946 | 214.4 | 4,17,222.4 |
| 80 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2264 | 162.55 | 3,68,013.2 |
| 81 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2135 | 97.6 | 2,08,376 |
| 82 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 648 | 61.45 | 39,819.6 |
| 83 | Two or more coats on new work | Sqm | 2931 | 131.45 | 3,85,279.95 |
| 84 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 156 | 2,007.1 | 3,13,107.6 |
| 85 | 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 | 380 | 2,928.1 | 11,12,678 |
| 86 | 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 | 2500 | 3.2 | 8,000 |
| 87 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 250 | 8,277.55 | 20,69,387.5 |
| 88 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 350 | 932.35 | 3,26,322.5 |
| 89 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 2 | 1,404 | 2,808 |
| 90 | 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 | 2 | 204.7 | 409.4 |
| 91 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 180 | 501.6 | 90,288 |
| 92 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 55 | 320.6 | 17,633 |
| 93 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 34 | 419.25 | 14,254.5 |
| 94 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 33 | 568.6 | 18,763.8 |
| 95 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 33 | 654.65 | 21,603.45 |
| 96 | 25 mm nominal bore | Each | 3 | 532.35 | 1,597.05 |
| 97 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 98 | 20 mm nominal bore | Each | 3 | 397.45 | 1,192.35 |
| 99 | 20 mm nominal bore | Each | 3 | 347.9 | 1,043.7 |
| 100 | 150 mm diameter | Each | 3 | 190.1 | 570.3 |
| 101 | 100 mm diameter pipe | Each | 3 | 284.75 | 854.25 |
| 102 | Class II | Each | 9 | 4,500.25 | 40,502.25 |
| 103 | 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. | Litre | 800 | 9.7 | 7,760 |
| 104 | 15 mm nominal bore | Each | 10 | 434.2 | 4,342 |
| 105 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 80 | 61.7 | 4,936 |
| 106 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 25 | 136.6 | 3,415 |
| 107 | 15 mm nominal bore with 45 cm length | Each | 25 | 107.9 | 2,697.5 |
| 108 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 2,453.55 | 7,360.65 |
| 109 | 300 mm dia. R.C.C. pipe | Metre | 194 | 902.05 | 1,74,997.7 |
| 110 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 11,687.1 | 46,748.4 |
| 111 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2266 | 433.95 | 9,83,330.7 |
| 112 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 564 | 531.8 | 2,99,935.2 |
| 113 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 389 | 951.05 | 3,69,958.45 |
| 114 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 3 | 1,019.8 | 3,059.4 |
| 115 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 275 | 1,325.55 | 3,64,526.25 |
| 116 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 14 | 449.55 | 6,293.7 |
| 117 | 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 @ 0.488 kg/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 than 10 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 | 720 | 585.55 | 4,21,596 |
| 118 | Frame size 65 x 100 mm | Metre | 25 | 1,000.15 | 25,003.75 |
| 119 | 35 mm thick | Sqm | 12 | 4,929.8 | 59,157.6 |
| Schedule total | ₹5,18,04,028.67 | ||||
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