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Tender Value
₹7.0 Cr
EMD Value
₹14.0 L
Closing Date
16 Sept 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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.
Technical Eligibility criteria: (a)The 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: 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 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: 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: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. 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. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- B-5: Any work consisting of steel fabrication and erection of FOB or Steel / Composite girder Bridges or ROB with steel composite girder or Industrial Shed or PF shelter (steel) or Microwave / HT tower or replacement of steel members / repairs on steel girder Bridges or Steel Sleepers over girder Bridges.
16 conditions · 5 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.
Tender value is including escalation of (-)15% (minus fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e OS/Tenders/Engg/SC Division) as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General lnstructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Provision of a 6-meter-wide FOB with 1 in 12 ramps along with Booking Office and Waiting Hall for providing access to Tellapur station from the east side
130_NW_SC_26_OT~SCR
130_NW_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹14.0 L
16 Sept 2026
15 Aug 2026
2 Sept 2026
188 items across 8 schedules · ₹7,56,56,171.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 175 | 177.5 | 31,062.5 |
| 2 | Ordinary rock | cum | 5 | 498.9 | 2,494.5 |
| 3 | All kinds of soil. | cum | 251 | 260.3 | 65,335.3 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 25 | 215.6 | 5,390 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 25 | 352.15 | 8,803.75 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 217.5 | 196 | 42,630 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 40 | 700.5 | 28,020 |
| 8 | All kinds of soil | cum | 92.5 | 126.8 | 11,729 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 68 | 2,123.75 | 1,44,415 |
| 10 | All kinds of soil | Sqm | 100 | 34.15 | 3,415 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 25 | 7,178.75 | 1,79,468.75 |
| 12 | Foundations, footings, bases for columns | Sqm | 2530 | 392.15 | 9,92,139.5 |
| 13 | 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 | 11 | 495.75 | 5,453.25 |
| 14 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 12.5 | 18.15 | 226.88 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 70.5 | 392.15 | 27,646.58 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 67.5 | 927.25 | 62,589.38 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 75 | 736.4 | 55,230 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40.5 | 961.3 | 38,932.65 |
| 19 | Under 20 cm wide | Metre | 30 | 208.55 | 6,256.5 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5.5 | 951.1 | 5,231.05 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 9,504.75 | 2,85,142.5 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 20 | 9,860.4 | 1,97,208 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 5 | 733.5 | 3,667.5 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 7,132.25 | 14,264.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 9,105.95 | 2,73,178.5 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 20 | 1,123.8 | 22,476 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,311.25 | 2,19,337.5 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,275.45 | 92,754.5 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 5 | 5,413.5 | 27,067.5 |
| 30 | Area of slab over 0.50 sqm | Sqm | 2 | 5,136.3 | 10,272.6 |
| 31 | Second class teak wood | cum | .1 | 1,42,949.7 | 14,294.97 |
| 32 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 8 | 1,800.45 | 14,403.6 |
| 33 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 1.9 | 3,473.85 | 6,600.32 |
| 34 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 12 | 228.85 | 2,746.2 |
| 35 | 300x16 mm | Each | 1 | 216.55 | 216.55 |
| 36 | 250x10 mm | Each | 1 | 83.9 | 83.9 |
| 37 | 300x20x6 mm | Each | 1 | 98.35 | 98.35 |
| 38 | 125 mm | Each | 2 | 39.95 | 79.9 |
| 39 | 125x64x2.50 mm | Each | 9 | 129.85 | 1,168.65 |
| 40 | 250x10 mm | Each | 4 | 441.6 | 1,766.4 |
| 41 | 300x16x5 mm | Each | 4 | 322.2 | 1,288.8 |
| 42 | 125 mm | Each | 8 | 256.65 | 2,053.2 |
| 43 | 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 | 1 | 1,124.85 | 1,124.85 |
| 44 | 300x16 mm | Each | 6 | 303.25 | 1,819.5 |
| 45 | 300x10 mm | Each | 3 | 130.1 | 390.3 |
| 46 | 125 mm | Each | 6 | 66.25 | 397.5 |
| 47 | Twin rubber stopper | Each | 3 | 72.35 | 217.05 |
| 48 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 7.2 | 10,993.55 | 79,153.56 |
| 49 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 1.5 | 9,155.2 | 13,732.8 |
| 50 | Ordinary cement without any pigment | Sqm | 511.2 | 1,379 | 7,04,944.8 |
| 51 | Light shade pigment using white cement | Sqm | 12.6 | 1,402 | 17,665.2 |
| 52 | Dark shade pigment using ordinary cement | Sqm | 511.2 | 1,119.5 | 5,72,288.4 |
| 53 | Providing and fixing 1st quality ceramic glazed floor 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 | 50 | 1,112.7 | 55,635 |
| 54 | Size of Tile 600 x 1200 mm | Sqm | 9 | 1,577.15 | 14,194.35 |
| 55 | Size of Tile 600 x 600 mm | Sqm | 7 | 1,464.85 | 10,253.95 |
| 56 | Size of Tile 600x600 mm | Sqm | 1 | 1,623.05 | 1,623.05 |
| 57 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 330 | 3,186.7 | 10,51,611 |
| 58 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre | 500 | 92.4 | 46,200 |
| 59 | 110 mm diameter | Metre | 15 | 377.4 | 5,661 |
| 60 | 110 mm bend | Each | 3 | 150.35 | 451.05 |
| 61 | 110 mm Shoe | Each | 6 | 131.85 | 791.1 |
| 62 | 110 mm | Each | 12 | 371.3 | 4,455.6 |
| 63 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 3 | 54.7 | 164.1 |
| 64 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 9 | 1,529.1 | 13,761.9 |
| 65 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 1000 | 738.65 | 7,38,650 |
| 66 | Crimp curve | Sqm | 224.4 | 496.75 | 1,11,470.7 |
| 67 | 1:6 (1 cement: 6 coarse sand) | Sqm | 142 | 395.35 | 56,139.7 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm | 108.5 | 466.05 | 50,566.43 |
| 69 | 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 | 85 | 518.55 | 44,076.75 |
| 70 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 204 | 262.7 | 53,590.8 |
| 71 | Moulded Band | cm per metre | 180 | 21.4 | 3,852 |
| 72 | Flush/ Ruled pointing | Sqm | 50 | 385.4 | 19,270 |
| 73 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 85 | 171.1 | 14,543.5 |
| 74 | 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 | 204 | 193.7 | 39,514.8 |
| 75 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 5 | 176.25 | 881.25 |
| 76 | Two or more coats on new work | Sqm | 8 | 155.9 | 1,247.2 |
| 77 | 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 | 85 | 156.05 | 13,264.25 |
| 78 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 79 | 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 | 100 | 3,551.25 | 3,55,125 |
| 80 | 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 | 120 | 263.95 | 31,674 |
| 81 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 50 | 3,439.5 | 1,71,975 |
| 82 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 100 | 2,017.6 | 2,01,760 |
| 83 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 50 | 1,045.65 | 52,282.5 |
| 84 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 6,767.4 | 6,767.4 |
| 85 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 86 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 1 | 6,258.75 | 6,258.75 |
| 87 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 3 | 2,226.35 | 6,679.05 |
| 88 | 32 mm dia | Each | 3 | 103.9 | 311.7 |
| 89 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 3 | 53.25 | 159.75 |
| 90 | 15 mm nominal dia Pipes | Metre | 5 | 497.8 | 2,489 |
| 91 | 20 mm nominal dia Pipes | Metre | 10 | 537.6 | 5,376 |
| 92 | 25 mm nominal dia Pipes | Metre | 10 | 627.25 | 6,272.5 |
| 93 | 15 mm nominal dia Pipes | Metre | 5 | 244.7 | 1,223.5 |
| 94 | 20 mm nominal dia Pipes | Metre | 10 | 274.3 | 2,743 |
| 95 | 25 mm dia nominal bore | Metre | 10 | 551.7 | 5,517 |
| 96 | 50 mm dia nominal bore | Metre | 25 | 1,048.35 | 26,208.75 |
| 97 | 15 mm dia nominal bore | Metre | 20 | 322.15 | 6,443 |
| 98 | 25 mm dia nominal bore | Metre | 10 | 467.75 | 4,677.5 |
| 99 | 50 mm dia nominal bore | Metre | 10 | 762.15 | 7,621.5 |
| 100 | 80 mm dia nominal bore | Metre | 10 | 1,041.7 | 10,417 |
| 101 | 25 to 40 mm nominal bore | Each | 2 | 911.9 | 1,823.8 |
| 102 | 50 to 80 mm nominal bore | Each | 2 | 1,785.35 | 3,570.7 |
| 103 | 15 mm nominal bore | Each | 2 | 353.25 | 706.5 |
| 104 | 20 mm nominal bore | Each | 2 | 379.2 | 758.4 |
| 105 | 25 mm nominal bore | Each | 1 | 622.4 | 622.4 |
| 106 | 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 | 1000 | 11 | 11,000 |
| 107 | 15mm nominal bore | Each | 3 | 574.3 | 1,722.9 |
| 108 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 3 | 161.2 | 483.6 |
| 109 | 100 mm diameter | Metre | 10 | 443.6 | 4,436 |
| 110 | 150 mm diameter | Metre | 10 | 695.8 | 6,958 |
| 111 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 2 | 1,358 | 2,716 |
| 112 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 22.5 | 495.05 | 11,138.63 |
| 113 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,505.25 | 15,052.5 |
| 114 | Upto 5mm depth and 5 mm width | Metre | 21.6 | 96.75 | 2,089.8 |
| 115 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in- charge. (Only weight of grill to be measured for payment). | Kg | 18 | 638.35 | 11,490.3 |
| 116 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 4 | 8,042.3 | 32,169.2 |
| 117 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 2 | 1,509.8 | 3,019.6 |
| 118 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 119 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 120 | Frame size 65 x 100 mm | Metre | 8.05 | 1,111.3 | 8,945.97 |
| 121 | 35 mm thick | Sqm | 1.75 | 5,015.35 | 8,776.86 |
| Schedule total | ₹79,49,238.63 | ||||
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