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Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
5 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
ESTATE1
14 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-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity.(b) (3) 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 Contractor 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.
Defination of Similar Work :- Any Civil work other than track work.
28 conditions · 2 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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Improvement of Toilet, Bath, Kitchen and flooring in type-I, II, III & IV qtrs. & replacement of damage SCI vertical stack to pvc stack in sadar bazar, motia bagh, Hospital, More Sarai Railway Colony in the section of SSE/W/TH under ADEN/E-I.
NIT-17-C-26-27-WE~NR
NIT-17-C-26-27-WE
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3 L
15 Sept 2026
15 Sept 2026
21 Sept 2026
120 items across 1 schedule · ₹1,59,20,673.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 9 | 286.85 | 2,581.65 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 148 | 417.35 | 61,767.8 |
| 3 | 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 | 5 | 7,365.15 | 36,825.75 |
| 4 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 17 | 6,050.65 | 1,02,861.05 |
| 5 | cum | 5 | 10,719.3 | 53,596.5 | |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 44 | 766.55 | 33,728.2 |
| 7 | Under 20 cm wide | Metre | 52 | 181.9 | 9,458.8 |
| 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 3 | 18,644.6 | 55,933.8 |
| 9 | 40 mm thick | Sqm | 9 | 1,430.3 | 12,872.7 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 522 | 89.65 | 46,797.3 |
| 11 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 348 | 64.7 | 22,515.6 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 6,658.25 | 59,924.25 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 8,288.35 | 2,90,092.25 |
| 14 | 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 | 1740 | 1,063.45 | 18,50,403 |
| 15 | Second class teak wood | cum | 3 | 1,31,576.95 | 3,94,730.85 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 104 | 1,881.95 | 1,95,722.8 |
| 17 | On one side only | Sqm | 52 | 408.05 | 21,218.6 |
| 18 | Fixed to steel windows by welding | Kg | 609 | 181 | 1,10,229 |
| 19 | 100x58x1.90 mm | Each | 42 | 40.6 | 1,705.2 |
| 20 | 300x16 mm | Each | 7 | 180.55 | 1,263.85 |
| 21 | 100X58X1.90 mm | Each | 131 | 86.15 | 11,285.65 |
| 22 | 300x16 mm | Each | 87 | 260.3 | 22,646.1 |
| 23 | 250x10 mm | Each | 131 | 104.4 | 13,676.4 |
| 24 | 150x10 mm | Each | 26 | 75.55 | 1,964.3 |
| 25 | 100 mm | Each | 174 | 53.25 | 9,265.5 |
| 26 | Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms | Each | 35 | 34.45 | 1,205.75 |
| 27 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 209 | 702.6 | 1,46,843.4 |
| 28 | 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 | 65 | 3,496.75 | 2,27,288.75 |
| 29 | 1.0 mm thick | Sqm | 52 | 764 | 39,728 |
| 30 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 87 | 4,901.5 | 4,26,430.5 |
| 31 | With 2nd class teak wood beading 62X19 mm | Sqm | 104 | 1,404.25 | 1,46,042 |
| 32 | With 12 mm mild steel U beading | Sqm | 17 | 1,051.75 | 17,879.75 |
| 33 | Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) | Sqm | 44 | 7,634.1 | 3,35,900.4 |
| 34 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 44 | 10,030.3 | 4,41,333.2 |
| 35 | 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 | 6525 | 111.95 | 7,30,473.75 |
| 36 | M.S. tube | Kg | 1914 | 157.15 | 3,00,785.1 |
| 37 | 10 x 120 mm | Each | 261 | 144.6 | 37,740.6 |
| 38 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 9 | 940.3 | 8,462.7 |
| 39 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 261 | 545 | 1,42,245 |
| 40 | 40 mm wide and 4 mm thick | Metre | 258 | 79.5 | 20,511 |
| 41 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 560 | 1,142.8 | 6,39,968 |
| 42 | Size of Tile 600 x 600 mm | Sqm | 2200 | 1,286.6 | 28,30,520 |
| 43 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 71 | 2,677.9 | 1,90,130.9 |
| 44 | In 75x75 mm deep chase | Metre | 44 | 260.2 | 11,448.8 |
| 45 | 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 | 19 | 266.6 | 5,065.4 |
| 46 | 110 mm diameter | Metre | 365 | 319.75 | 1,16,708.75 |
| 47 | 110x110x110 mm | Each | 35 | 205.45 | 7,190.75 |
| 48 | 110 mm bend | Each | 52 | 132 | 6,864 |
| 49 | 110 mm Shoe | Each | 26 | 115.95 | 3,014.7 |
| 50 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2436 | 294.35 | 7,17,036.6 |
| 51 | 1:6 (1 cement: 6 coarse sand) | Sqm | 44 | 339.1 | 14,920.4 |
| 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 | 2436 | 158.95 | 3,87,202.2 |
| 53 | Two or more coats on new work | Sqm | 348 | 131.45 | 45,744.6 |
| 54 | Two or more coats on new works including a coat of wood filler | Sqm | 52 | 368.3 | 19,151.6 |
| 55 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 2436 | 123.85 | 3,01,698.6 |
| 56 | Two coats | Sqm | 609 | 121.55 | 74,023.95 |
| 57 | 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 | 2436 | 20.85 | 50,790.6 |
| 58 | One or more coats on old work | Sqm | 174 | 86.55 | 15,059.7 |
| 59 | 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 | 21 | 190.25 | 3,995.25 |
| 60 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 435 | 540.35 | 2,35,052.25 |
| 61 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 26100 | 0.4 | 10,440 |
| 62 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 21 | 357.55 | 7,508.55 |
| 63 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 64 | 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 | 4 | 2,928.1 | 11,712.4 |
| 65 | In cement mortar | cum | 13 | 1,698.45 | 22,079.85 |
| 66 | Of area 3 sq. metres and below | Each | 52 | 302.7 | 15,740.4 |
| 67 | For thickness of tiles 10 mm to 25 mm | Sqm | 261 | 60.5 | 15,790.5 |
| 68 | 100 mm dia pipe | Metre | 26 | 64.3 | 1,671.8 |
| 69 | 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 | 870 | 45.05 | 39,193.5 |
| 70 | 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 | 827 | 219.35 | 1,81,402.45 |
| 71 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 37 | 5,781.35 | 2,13,909.95 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 5,540.55 | 38,783.85 |
| 73 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 44 | 1,679.6 | 73,902.4 |
| 74 | 610x460 mm bowl depth 200 mm | Each | 26 | 3,337.85 | 86,784.1 |
| 75 | 32 mm dia | Each | 42 | 90.95 | 3,819.9 |
| 76 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 52 | 1,077.4 | 56,024.8 |
| 77 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 597.6 | 2,988 |
| 78 | Sand cast iron S&S as per IS : 3989 | Each | 5 | 439.75 | 2,198.75 |
| 79 | Sand cast iron S&S as per IS - 3989 | Each | 3 | 904.95 | 2,714.85 |
| 80 | Sand cast iron S&S as per IS - 3989 | Each | 3 | 731.4 | 2,194.2 |
| 81 | 100 mm | Each | 17 | 549.65 | 9,344.05 |
| 82 | Sand cast iron S&S as per IS: 3989 | Each | 5 | 1,604.1 | 8,020.5 |
| 83 | 15 mm dia nominal bore | Metre | 104 | 304.15 | 31,631.6 |
| 84 | 20 mm dia nominal bore | Metre | 17 | 373.35 | 6,346.95 |
| 85 | 25 mm dia nominal bore | Metre | 104 | 491.2 | 51,084.8 |
| 86 | 15 mm dia nominal bore | Metre | 104 | 485.2 | 50,460.8 |
| 87 | 20 mm dia nominal bore | Metre | 17 | 541.1 | 9,198.7 |
| 88 | 15 mm dia nominal bore | Metre | 26 | 267.5 | 6,955 |
| 89 | 20 mm dia nominal bore | Metre | 10 | 315.35 | 3,153.5 |
| 90 | 25 mm dia nominal bore | Metre | 52 | 417.95 | 21,733.4 |
| 91 | 50 mm dia nominal bore | Metre | 26 | 654.2 | 17,009.2 |
| 92 | 25 to 40 mm nominal bore | Each | 9 | 757.1 | 6,813.9 |
| 93 | 15 mm nominal bore | Each | 17 | 303.85 | 5,165.45 |
| 94 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 95 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 96 | 15 mm nominal bore | Each | 21 | 348.85 | 7,325.85 |
| 97 | 15 mm nominal bore | Each | 42 | 262.3 | 11,016.6 |
| 98 | 20 mm nominal bore | Each | 2 | 289.05 | 578.1 |
| 99 | 25 mm nominal bore | Each | 17 | 369.35 | 6,278.95 |
| 100 | 50 mm nominal bore | Each | 2 | 706.7 | 1,413.4 |
| 101 | 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 | 10440 | 9.7 | 1,01,268 |
| 102 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 70 | 156.65 | 10,965.5 |
| 103 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 22 | 161.55 | 3,554.1 |
| 104 | With common burnt clay F.P.S. (non modular) bricks | Each | 87 | 362.4 | 31,528.8 |
| 105 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 14 | 2,474.4 | 34,641.6 |
| 106 | 250 mm diameter | Metre | 52 | 91.45 | 4,755.4 |
| 107 | 150 mm dia. R.C.C. pipe | Metre | 52 | 493.1 | 25,641.2 |
| 108 | 250 mm dia. R.C.C. pipe | Metre | 70 | 811.15 | 56,780.5 |
| 109 | 300 mm dia. R.C.C. pipe | Metre | 26 | 902.05 | 23,453.3 |
| 110 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 11,886.45 | 35,659.35 |
| 111 | For pipes 100 to 250 mm diameter | Each | 9 | 683.7 | 6,153.3 |
| 112 | For pipes 250 to 300 mm diameter | Each | 3 | 785.9 | 2,357.7 |
| 113 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 7 | 5,589.45 | 39,126.15 |
| 114 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 87 | 466.3 | 40,568.1 |
| 115 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 131 | 564.8 | 73,988.8 |
| 116 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 13 | 7,510.75 | 97,639.75 |
| 117 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 522 | 474.15 | 2,47,506.3 |
| 118 | 25 mm average thickness | Sqm | 2610 | 104.6 | 2,73,006 |
| 119 | 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 | 2610 | 117.75 | 3,07,327.5 |
| 120 | 25 mm average thickness in 2 layers. | Sqm | 2610 | 510.5 | 13,32,405 |
| Schedule total | ₹1,59,20,673.65 | ||||
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