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Tender Value
₹52.5 L
EMD Value
₹1.0 L
Closing Date
5 Aug 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 :- Any Civil Engineering Work
72 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.
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)
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
Ratlam Division - Improvement / repair to GRP Thana /Barrack at (7 stations - Dahod- S,MGN,COR,UJN,SEH,IND & DADN)
RTM-2026-27-60~WR
RTM-2026-27-60
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹1.0 L
5 Aug 2026
13 Jul 2026
22 Jul 2026
110 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 40 | 177.5 | 7,100 |
| 2 | 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 | 58 | 196 | 11,368 |
| 3 | All kinds of soil | cum | 2 | 126.8 | 253.6 |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 45 | 8,340.85 | 3,75,338.25 |
| 5 | 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 | 7 | 7,878.5 | 55,149.5 |
| 6 | 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 | 37 | 7,294.7 | 2,69,903.9 |
| 7 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) ) | cum | 55 | 6,347.75 | 3,49,126.25 |
| 8 | Foundations, footings, bases for columns | Sqm | 21.48 | 392.15 | 8,423.38 |
| 9 | Columns, piers, abutments, pillars, posts and struts | Sqm | 10 | 961.3 | 9,613 |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 3 | 9,045.75 | 27,137.25 |
| 11 | 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 | 6 | 10,852.95 | 65,117.7 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 15 | 392.15 | 5,882.25 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 15 | 927.25 | 13,908.75 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 30 | 736.4 | 22,092 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 30 | 961.3 | 28,839 |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 17 | 10,585.9 | 1,79,960.3 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1300 | 107.85 | 1,40,205 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 800 | 107.85 | 86,280 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3 | 7,132.25 | 21,396.75 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 8 | 9,105.95 | 72,847.6 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 23 | 9,095.05 | 2,09,186.15 |
| 22 | 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 | 146 | 1,267.95 | 1,85,120.7 |
| 23 | 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 | 10 | 1,800.45 | 18,004.5 |
| 24 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 15 | 4,402.85 | 66,042.75 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 3,167.95 | 76,030.8 |
| 26 | 300x16 mm | Each | 12 | 216.55 | 2,598.6 |
| 27 | 250x10 mm | Each | 6 | 83.9 | 503.4 |
| 28 | 125 mm | Each | 12 | 39.95 | 479.4 |
| 29 | 250x16 mm | Each | 14 | 260.6 | 3,648.4 |
| 30 | 200x10 mm | Each | 4 | 99.7 | 398.8 |
| 31 | 125 mm | Each | 6 | 66.25 | 397.5 |
| 32 | 100 mm | Each | 8 | 59.55 | 476.4 |
| 33 | Twin rubber stopper | Each | 6 | 72.35 | 434.1 |
| 34 | 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 | 20 | 492.7 | 9,854 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 3 | 3,182.95 | 9,548.85 |
| 36 | 30 mm thick pre laminated PVC door shutters | Sqm | 5 | 3,663.8 | 18,319 |
| 37 | With 12 mm mild steel U beading | Sqm | 30 | 1,228 | 36,840 |
| 38 | 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 | 715 | 117.35 | 83,905.25 |
| 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 | 1565 | 133.7 | 2,09,240.5 |
| 40 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 9 | 11,439.6 | 1,02,956.4 |
| 41 | Hot finished welded type tubes | Kg | 3989 | 194.4 | 7,75,461.6 |
| 42 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 40 | 97.2 | 3,888 |
| 43 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 770 | 172.6 | 1,32,902 |
| 44 | 25 mm thick | Sqm | 120 | 1,948.25 | 2,33,790 |
| 45 | 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 | 20 | 1,096.55 | 21,931 |
| 46 | 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 | 6 | 1,112.7 | 6,676.2 |
| 47 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 8 | 1,439.4 | 11,515.2 |
| 48 | Size of Tile 600x600 mm | Sqm | 185 | 1,553.45 | 2,87,388.25 |
| 49 | Size of Tile 800x800 mm | Sqm | 100 | 1,885.5 | 1,88,550 |
| 50 | Size of Tile 800 x 800 mm | Sqm | 104 | 1,534.85 | 1,59,624.4 |
| 51 | Size of Tile 600 x 600 mm | Sqm | 13 | 1,502.75 | 19,535.75 |
| 52 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 150 | 195.6 | 29,340 |
| 53 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 54 | 110 mm bend | Each | 8 | 150.35 | 1,202.8 |
| 55 | 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 | 646 | 738.65 | 4,77,167.9 |
| 56 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 57 | Gutter (600 mm over all girth) | Metre | 30 | 1,313.7 | 39,411 |
| 58 | 1:4 (1 cement: 4 fine sand) | Sqm | 10 | 347.05 | 3,470.5 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 70 | 471.35 | 32,994.5 |
| 60 | 1:6 (1 cement: 6 coarse sand) | Sqm | 25 | 466.05 | 11,651.25 |
| 61 | 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 | 130 | 518.55 | 67,411.5 |
| 62 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 280 | 262.7 | 73,556 |
| 63 | 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 | 430 | 193.7 | 83,291 |
| 64 | Two or more coats on new work | Sqm | 360 | 155.9 | 56,124 |
| 65 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 75 | 226.25 | 16,968.75 |
| 66 | One coat | Sqm | 300 | 92 | 27,600 |
| 67 | Two coats | Sqm | 1000 | 137.45 | 1,37,450 |
| 68 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 1000 | 19.75 | 19,750 |
| 69 | 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 | 400 | 25.15 | 10,060 |
| 70 | One or more coats on old work | Sqm | 250 | 102.8 | 25,700 |
| 71 | 3 mm thick | Sqm | 100 | 537.45 | 53,745 |
| 72 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 73 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | .35 | 1,503.6 | 526.26 |
| 74 | 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 | 2 | 3,551.25 | 7,102.5 |
| 75 | In cement mortar | cum | 3.86 | 2,060.2 | 7,952.37 |
| 76 | Of area 3 sq. metres and below | Each | 5 | 143.5 | 717.5 |
| 77 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 116.37 | 266.45 | 31,006.79 |
| 78 | 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 | 40 | 54.65 | 2,186 |
| 79 | 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 | 44 | 263.95 | 11,613.8 |
| 80 | Moorum | cum | 55 | 768.25 | 42,253.75 |
| 81 | Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in- Charge. | Sqm | 532 | 2,159.85 | 11,49,040.2 |
| 82 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 83 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,648.85 | 5,297.7 |
| 84 | Long pattern W.C. pan of size 580 mm | Each | 1 | 1,959.8 | 1,959.8 |
| 85 | Orissa pattern W.C. pan of size 580x440 mm | Each | 1 | 3,169.05 | 3,169.05 |
| 86 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 2 | 2,784.95 | 5,569.9 |
| 87 | 10 litre capacity - White | Each | 3 | 1,190.65 | 3,571.95 |
| 88 | Flat back wash basin of size 550x400 mm | Each | 1 | 992.6 | 992.6 |
| 89 | 20 mm nominal dia Pipes | Metre | 40 | 335 | 13,400 |
| 90 | 25 mm nominal dia Pipes | Metre | 35 | 401.55 | 14,054.25 |
| 91 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 92 | 15 mm nominal bore | Each | 6 | 506.8 | 3,040.8 |
| 93 | 15 mm nominal bore | Each | 5 | 670.45 | 3,352.25 |
| 94 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 125.6 | 502.4 |
| 96 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 2 | 161.2 | 322.4 |
| 97 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 118.5 | 474 |
| 98 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 4 | 129.9 | 519.6 |
| 99 | 100 mm nominal dia | Each | 3 | 37.6 | 112.8 |
| 100 | 15 mm nominal bore with 45 cm length | Each | 6 | 121.9 | 731.4 |
| 101 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 55 | 495.05 | 27,227.75 |
| 102 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 530.9 | 79,635 |
| 103 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 30 | 598.6 | 17,958 |
| 104 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 634.45 | 1,26,890 |
| 105 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 9 | 1,115.4 | 10,038.6 |
| 106 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20 | 1,505.25 | 30,105 |
| 107 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 5 | 5,325.9 | 26,629.5 |
| 108 | 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 @ 0.488kg/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 than10 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 | 221 | 688.9 | 1,52,246.9 |
| 109 | Frame size 45 x 70 mm | Metre | 15 | 705.85 | 10,587.75 |
| 110 | 30 mm thick | Sqm | 6 | 4,346.7 | 26,080.2 |
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