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Tender Value
₹4.5 Cr
EMD Value
₹3.8 L
Closing Date
2 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECTION
19 conditions · 3 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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
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.
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.
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.
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. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.)
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.
Defination of Similar Work :- Construction of any Building Work.
71 conditions · 7 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.
CPWD DSR-2021 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
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
GCC-April 2022 with upto date correction slip.
CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (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)
Ratlam Division - Providing Type II quarter at Ajnod-12 No. and Palia- 08 No (Total 20 Nos.) including electric work.
RTM-2025-26-173
RTM-2025-26-173
Open
Works - General
18 Months
Ratlam, Madhya Pradesh
₹0
₹3.8 L
2 Mar 2026
29 Jan 2026
161 items across 4 schedules · ₹5,90,46,048.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2500 | 205.45 | 5,13,625 |
| 2 | Ordinary rock | cum | 295 | 412.95 | 1,21,820.25 |
| 3 | All kinds of soil. | cum | 225 | 286.85 | 64,541.25 |
| 4 | 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 | 500 | 253.95 | 1,26,975 |
| 5 | All kinds of soil | cum | 150 | 104.5 | 15,675 |
| 6 | 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 | 85 | 7,365.15 | 6,26,037.75 |
| 7 | 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 | 125 | 6,833.4 | 8,54,175 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 475 | 307.95 | 1,46,276.25 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 60 | 669.55 | 40,173 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1000 | 766.55 | 7,66,550 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1200 | 608.35 | 7,30,020 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1200 | 804.25 | 9,65,100 |
| 13 | Stairs, (excluding landings) except spiral-staircases | Sqm | 50 | 657.75 | 32,887.5 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 100 | 814.95 | 81,495 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 30000 | 89.65 | 26,89,500 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 60000 | 89.65 | 53,79,000 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 310 | 8,683.8 | 26,91,978 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 425 | 10,306.2 | 43,80,135 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 375 | 688.45 | 2,58,168.75 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 95 | 8,190.9 | 7,78,135.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 325 | 6,653.45 | 21,62,371.25 |
| 22 | Area of slab upto 0.50 sqm | Sqm | 100 | 4,679.35 | 4,67,935 |
| 23 | Area of slab over 0.50 sqm | Sqm | 100 | 4,425.35 | 4,42,535 |
| 24 | 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 | 400 | 1,063.45 | 4,25,380 |
| 25 | Second class teak wood | cum | 3 | 1,31,576.95 | 3,94,730.85 |
| 26 | Sal wood | cum | 5 | 1,06,720.85 | 5,33,604.25 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 325 | 1,881.95 | 6,11,633.75 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 197.7 | 59,310 |
| 29 | 300x16 mm | Each | 275 | 180.55 | 49,651.25 |
| 30 | 250x10 mm | Each | 200 | 74.65 | 14,930 |
| 31 | 100 mm | Each | 250 | 28.25 | 7,062.5 |
| 32 | 125x64x2.50 mm | Each | 370 | 104.2 | 38,554 |
| 33 | 250x10 mm | Each | 120 | 104.4 | 12,528 |
| 34 | Single rubber stopper | Each | 250 | 35.5 | 8,875 |
| 35 | Extruded section profile size 48x40 mm | Metre | 375 | 232.55 | 87,206.25 |
| 36 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 325 | 408.25 | 1,32,681.25 |
| 37 | 30 mm thick plain PVC door shutters | Sqm | 100 | 2,455.1 | 2,45,510 |
| 38 | With 12 mm mild steel U beading | Sqm | 325 | 1,051.75 | 3,41,818.75 |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 3000 | 93.05 | 2,79,150 |
| 40 | 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 | 4500 | 111.95 | 5,03,775 |
| 41 | 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 | 70 | 185.95 | 13,016.5 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 6000 | 142.3 | 8,53,800 |
| 43 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 1250 | 612.25 | 7,65,312.5 |
| 44 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 600 | 545 | 3,27,000 |
| 45 | 25 mm thick | Sqm | 1000 | 1,706.6 | 17,06,600 |
| 46 | 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 | 75 | 2,038.55 | 1,52,891.25 |
| 47 | 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 | 240 | 935.6 | 2,24,544 |
| 48 | 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 | 140 | 938.5 | 1,31,390 |
| 49 | Size of Tile 600x600 mm | Sqm | 1000 | 1,416.65 | 14,16,650 |
| 50 | 40 to 50 mm thick | Sqm | 70 | 907.95 | 63,556.5 |
| 51 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 52 | 110 mm | Each | 200 | 119.95 | 23,990 |
| 53 | 110 mm | Each | 200 | 110.6 | 22,120 |
| 54 | 110x110x110 mm | Each | 200 | 205.45 | 41,090 |
| 55 | 110x110x110 mm | Each | 200 | 190.75 | 38,150 |
| 56 | 110 mm bend | Each | 200 | 132 | 26,400 |
| 57 | 110 mm Shoe | Each | 200 | 115.95 | 23,190 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 5000 | 282 | 14,10,000 |
| 59 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 10000 | 442.75 | 44,27,500 |
| 60 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5000 | 214.3 | 10,71,500 |
| 61 | Two or more coats on new work | Sqm | 7000 | 92.75 | 6,49,250 |
| 62 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 7000 | 162.35 | 11,36,450 |
| 63 | Two or more coats on new work | Sqm | 1200 | 131.45 | 1,57,740 |
| 64 | 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 | 8000 | 123.85 | 9,90,800 |
| 65 | 90 mm to 45 mm size stone aggregate | cum | 125 | 1,937.6 | 2,42,200 |
| 66 | 63 mm to 45 mm size stone aggregate | cum | 125 | 1,624.5 | 2,03,062.5 |
| 67 | Moorum | cum | 2000 | 888.3 | 17,76,600 |
| 68 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 400 | 865.8 | 3,46,320 |
| 69 | Cement concrete prepared with batch mixing machine | cum | 180 | 9,492.9 | 17,08,722 |
| 70 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 5,781.35 | 1,15,627 |
| 71 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,275 | 45,500 |
| 72 | 610x460 mm bowl depth 200 mm | Each | 20 | 3,337.85 | 66,757 |
| 73 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 20 | 299.35 | 5,987 |
| 74 | 10 litre capacity - White | Each | 20 | 1,023.05 | 20,461 |
| 75 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 20 | 131.65 | 2,633 |
| 76 | 40 mm dia | Each | 40 | 104.35 | 4,174 |
| 77 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 40 | 45.25 | 1,810 |
| 78 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 10 | 1,411.15 | 14,111.5 |
| 79 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 40 | 1,018.05 | 40,722 |
| 80 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 40 | 103 | 4,120 |
| 81 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 40 | 325.1 | 13,004 |
| 82 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 20 | 600.35 | 12,007 |
| 83 | 15 mm dia nominal bore | Metre | 225 | 304.15 | 68,433.75 |
| 84 | 25 mm dia nominal bore | Metre | 225 | 491.2 | 1,10,520 |
| 85 | 25 mm dia nominal bore | Metre | 250 | 417.95 | 1,04,487.5 |
| 86 | 50 mm dia nominal bore | Metre | 350 | 654.2 | 2,28,970 |
| 87 | 25 to 40 mm nominal bore | Each | 20 | 757.1 | 15,142 |
| 88 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 20 | 670.15 | 13,403 |
| 89 | 25 mm nominal bore | Each | 75 | 532.35 | 39,926.25 |
| 90 | 50 mm nominal bore | Each | 75 | 878.25 | 65,868.75 |
| 91 | 100 mm diameter | Each | 20 | 166.35 | 3,327 |
| 92 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 20 | 10,102.5 | 2,02,050 |
| 93 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 20000 | 9.7 | 1,94,000 |
| 94 | 15 mm nominal bore | Each | 75 | 434.2 | 32,565 |
| 95 | 15 mm nominal bore | Each | 75 | 708.4 | 53,130 |
| 96 | 15 mm nominal bore | Each | 40 | 594.75 | 23,790 |
| 97 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 40 | 109.85 | 4,394 |
| 98 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 40 | 103.15 | 4,126 |
| 99 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 20 | 161.55 | 3,231 |
| 100 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 40 | 136.6 | 5,464 |
| 101 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 20 | 96.75 | 1,935 |
| 102 | 15 mm nominal bore with 30cm length | Each | 40 | 85.5 | 3,420 |
| 103 | 15 mm nominal bore, weighing not less than 32 gms | Each | 20 | 43.05 | 861 |
| 104 | 100 mm dia. R.C.C. pipe | Metre | 150 | 447.25 | 67,087.5 |
| 105 | 150 mm dia. R.C.C. pipe | Metre | 150 | 493.1 | 73,965 |
| 106 | Circular shape 500 mm internal diameter | Each | 20 | 1,056.65 | 21,133 |
| 107 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 433.95 | 1,30,185 |
| 108 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 531.8 | 1,59,540 |
| 109 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 125 | 1,019.8 | 1,27,475 |
| 110 | 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 | 900 | 585.55 | 5,26,995 |
| 111 | 300 mm dia | Metre | 200 | 592.05 | 1,18,410 |
| 112 | 300 mm dia | Metre | 200 | 1,416.3 | 2,83,260 |
| 113 | 300 mm dia | Metre | 150 | 690.7 | 1,03,605 |
| 114 | 300 mm dia | Metre | 120 | 1,561.7 | 1,87,404 |
| 115 | 150 mm nominal size dia | Metre | 75 | 1,790 | 1,34,250 |
| 116 | 200 mm nominal size dia | Metre | 75 | 2,194.85 | 1,64,613.75 |
| 117 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 500 | 8,086.6 | 40,43,300 |
| Schedule total | ₹5,57,62,486.6 | ||||
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