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Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
10 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN W
19 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. As per IRGCC April-2022, Para 10.2 & 17.15.2 of Tender Form (Second Sheet) of Annexure I, each bidder or each member of a JV must fill Annexure-VIB separately and submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Proforma of Annexure-VIB attached in documents.
As per IRGCC April-2022 Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I, for tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The tender/ technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. Proforma of Annexure-VI attached in documents.
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 of the previous three financial years. 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. Non submission of above, the offer will be summarily rejected. Proforma of Annexure-VIB attached in documents.
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: (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.
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 fulfilment of technical eligibility criteria for different components.
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.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Definition of Similar Work: Any Civil Engineering work
73 conditions · 6 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.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53).
Applicability of rules for this tender.
IRGCC April 2022 with upto date correction slip.
CPWD DSR (Delhi Schedule of Rates) and CPWD Specifications (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-Codes and Railway Codes and Manuals.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract- April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials) Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT)).
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head Quarters Letter No. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04).
Rajkot Division :- Repairs of flooring plastering inside and outside, water proffing and toilet and bathroom of type I, II, III & IV staff quarters in colony under jurisdiction of SSE Works Dwarka.
DRM-RJT-2026-27-E-38
DRM-RJT-2026-27-E-38
Open
Works - General
6 Months
Rajkot, Gujarat
₹0
₹2.8 L
10 Aug 2026
16 Jul 2026
27 Jul 2026
110 items across 2 schedules · ₹2,05,81,157.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | Tonne | 100 | 174.81 | 17,481 |
| 2 | All kinds of soil | cum | 67.5 | 177.5 | 11,981.25 |
| 3 | Ordinary rock | cum | 67.5 | 498.9 | 33,675.75 |
| 4 | 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 | 37.5 | 196 | 7,350 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 217.5 | 2,123.75 | 4,61,915.63 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1846 | 17.6 | 32,489.6 |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1646 | 8.95 | 14,731.7 |
| 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 | 70 | 7,878.5 | 5,51,495 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 324.37 | 7,294.7 | 23,66,181.84 |
| 10 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1 1/2:3 (1 Cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. | cum | 57 | 33,018.75 | 18,82,068.75 |
| 11 | Door frame 85 mmx60 mm | Metre | 165 | 727.3 | 1,20,004.5 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 97 | 7,132.25 | 6,91,828.25 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 190.15 | 9,105.95 | 17,31,496.39 |
| 14 | Area of slab upto 0.50 sqm | Sqm | 19.7 | 5,413.5 | 1,06,645.95 |
| 15 | Area of slab over 0.50 sqm | Sqm | 56.64 | 5,136.3 | 2,90,920.03 |
| 16 | Granite work | Metre | 193.6 | 510.95 | 98,919.92 |
| 17 | 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 | 366 | 1,267.95 | 4,64,069.7 |
| 18 | Second class teak wood | cum | 3.82 | 1,42,949.7 | 5,46,067.85 |
| 19 | Kiln seasoned and chemically treated hollock wood | cum | 1 | 83,378.05 | 83,378.05 |
| 20 | 30 mm thick shutters | Sqm | 37.5 | 3,747.3 | 1,40,523.75 |
| 21 | Second class teak wood | Sqm | 37.5 | 3,323.2 | 1,24,620 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 90 | 2,172.1 | 1,95,489 |
| 23 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 90 | 462.35 | 41,611.5 |
| 24 | Fixed to steel windows by welding | Kg | 432 | 219.1 | 94,651.2 |
| 25 | 300x16 mm | Each | 36 | 216.55 | 7,795.8 |
| 26 | 125 mm | Each | 126 | 39.95 | 5,033.7 |
| 27 | 125 mm | Each | 60 | 256.65 | 15,399 |
| 28 | 300x16 mm | Each | 90 | 303.25 | 27,292.5 |
| 29 | 300x10 mm | Each | 50 | 130.1 | 6,505 |
| 30 | 150x10 mm | Each | 65 | 82.55 | 5,365.75 |
| 31 | 100x10 mm | Each | 40 | 64.7 | 2,588 |
| 32 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 18 | 100.8 | 1,814.4 |
| 33 | 125 mm | Each | 80 | 66.25 | 5,300 |
| 34 | 75 mm | Each | 80 | 51.75 | 4,140 |
| 35 | Twin rubber stopper | Each | 70 | 72.35 | 5,064.5 |
| 36 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 64.8 | 492.7 | 31,926.96 |
| 37 | 30 mm thick plain PVC door shutters | Sqm | 34 | 3,182.95 | 1,08,220.3 |
| 38 | 1.0 mm thick | Sqm | 50 | 897.3 | 44,865 |
| 39 | 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 | 912.6 | 133.7 | 1,22,014.62 |
| 40 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 36 | 5,563.75 | 2,00,295 |
| 41 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 200 | 614.2 | 1,22,840 |
| 42 | 25 mm thick | Sqm | 109.76 | 1,948.25 | 2,13,839.92 |
| 43 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 36.48 | 2,354.7 | 85,899.46 |
| 44 | 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 | 65.5 | 1,096.55 | 71,824.03 |
| 45 | 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 |
| 46 | 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 | 150 | 1,330 | 1,99,500 |
| 47 | Size of Tile 600x600 mm | Sqm | 499.79 | 1,553.45 | 7,76,398.78 |
| 48 | Size of Tile 600x600 mm | Sqm | 116.5 | 1,623.05 | 1,89,085.33 |
| 49 | 110 mm diameter | Metre | 275 | 377.4 | 1,03,785 |
| 50 | 110 mm | Each | 45 | 136.15 | 6,126.75 |
| 51 | 110 mm bend | Each | 45 | 150.35 | 6,765.75 |
| 52 | 110 mm Shoe | Each | 45 | 131.85 | 5,933.25 |
| 53 | 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 | 100 | 738.65 | 73,865 |
| 54 | 1:6 (1 cement: 6 fine sand) | Sqm | 794.9 | 333.35 | 2,64,979.92 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 2460 | 450 | 11,07,000 |
| 56 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 87.41 | 396.65 | 34,671.18 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 2100 | 185.65 | 3,89,865 |
| 58 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1500 | 116.9 | 1,75,350 |
| 59 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 250 | 226.25 | 56,562.5 |
| 60 | Two or more coats on new work | Sqm | 730 | 146.8 | 1,07,164 |
| 61 | Old work (one or more coats) | Sqm | 1000 | 62.7 | 62,700 |
| 62 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 3500 | 75.8 | 2,65,300 |
| 63 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 2200 | 120.75 | 2,65,650 |
| 64 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 500 | 547.4 | 2,73,700 |
| 65 | 3 mm thick | Sqm | 230.4 | 537.45 | 1,23,828.48 |
| 66 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 24 | 2,434.25 | 58,422 |
| 67 | In cement mortar | cum | 45.6 | 2,060.2 | 93,945.12 |
| 68 | Of area 3 sq. metres and below | Each | 33 | 367.2 | 12,117.6 |
| 69 | Of area 3 sq. metres and below | Each | 33 | 143.5 | 4,735.5 |
| 70 | For thickness of tiles 10 mm to 25 mm | Sqm | 516.78 | 73.4 | 37,931.65 |
| 71 | 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 | 532.56 | 54.65 | 29,104.4 |
| 72 | 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 | 3591 | 263.95 | 9,47,844.45 |
| 73 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 250 | 1,045.65 | 2,61,412.5 |
| 74 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 6,767.4 | 1,35,348 |
| 75 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 25 | 6,515.55 | 1,62,888.75 |
| 76 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 35 | 2,648.85 | 92,709.75 |
| 77 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,683.35 | 8,416.75 |
| 78 | 470x420 mm bowl depth 178 mm | Each | 23 | 3,407.2 | 78,365.6 |
| 79 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 20 | 349.15 | 6,983 |
| 80 | 32 mm dia | Each | 65 | 119.55 | 7,770.75 |
| 81 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 560 | 272 | 1,52,320 |
| 82 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 1500 | 318.35 | 4,77,525 |
| 83 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 1500 | 477.85 | 7,16,775 |
| 84 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 350 | 515.2 | 1,80,320 |
| 85 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 200 | 561.45 | 1,12,290 |
| 86 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 87 | 15 mm nominal dia Pipes | Metre | 20 | 244.7 | 4,894 |
| 88 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 89 | 25 mm nominal bore | Each | 35 | 622.4 | 21,784 |
| 90 | 15 mm nominal bore | Each | 40 | 97.75 | 3,910 |
| 91 | 20 mm nominal bore | Each | 20 | 119.05 | 2,381 |
| 92 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 93 | 20 mm diameter pipe | Metre | 250 | 156.55 | 39,137.5 |
| 94 | 25 mm diameter pipe | Metre | 350 | 160.7 | 56,245 |
| 95 | 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 | 15000 | 11 | 1,65,000 |
| 96 | 15 mm nominal bore | Each | 20 | 820.7 | 16,414 |
| 97 | 15 mm nominal bore | Each | 40 | 670.45 | 26,818 |
| 98 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 40 | 125.6 | 5,024 |
| 99 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 118.5 | 2,962.5 |
| 100 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 80 | 196.95 | 15,756 |
| 101 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 65 | 523.8 | 34,047 |
| 102 | 25mm nominal bore, weighing not less than 62 gms | Each | 35 | 113.35 | 3,967.25 |
| 103 | With common burnt clay F.P.S. (non modular) bricks | Each | 155 | 416.8 | 64,604 |
| 104 | 150 mm diameter | Metre | 150 | 695.8 | 1,04,370 |
| 105 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 91.2 | 530.9 | 48,418.08 |
| 106 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100.8 | 634.45 | 63,952.56 |
| 107 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 108 | Upto 5mm depth and 5 mm width | Metre | 160 | 96.75 | 15,480 |
| Schedule total | ₹2,01,58,112.7 | ||||
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