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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
16 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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. 10 crore (As per instruction given in ACS-11 issued vide Rly Board letter No. 2022/CE-I/CT/GCC-2022/Policy/Pt I(E-3320424) dtd 13.03.2026).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
71 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-2023 (Delhi Schedule of Rates) and CPWD Specifications- 2021 (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.
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%
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)
Ujjain to Sant Hirdaram Nagar Section-Repair and maintenance of various civil structures for improvement and up gradation of the section under jurisdiction of DEN (East) Ratlam.
RTM-2026-27-53
RTM-2026-27-53
Open
Works - General
10 Months
Ratlam, Madhya Pradesh
₹0
₹6.0 L
16 Jul 2026
23 Jun 2026
2 Jul 2026
135 items across 1 schedule · ₹4,39,65,682.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1200 | 177.5 | 2,13,000 |
| 2 | Ordinary rock | cum | 380 | 498.9 | 1,89,582 |
| 3 | 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 | 1500 | 196 | 2,94,000 |
| 4 | All kinds of soil | cum | 760 | 126.8 | 96,368 |
| 5 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 90000 | 8.95 | 8,05,500 |
| 6 | 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 | 95 | 8,340.85 | 7,92,380.75 |
| 7 | 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 | 65 | 7,878.5 | 5,12,102.5 |
| 8 | 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 | 228 | 7,294.7 | 16,63,191.6 |
| 9 | Foundations, footings, bases for columns | Sqm | 150 | 392.15 | 58,822.5 |
| 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 | 75 | 9,045.75 | 6,78,431.25 |
| 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 | 60 | 10,852.95 | 6,51,177 |
| 12 | cum | 45 | 11,505.5 | 5,17,747.5 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 250 | 392.15 | 98,037.5 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 380 | 842.5 | 3,20,150 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 927.25 | 2,31,812.5 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 440 | 736.4 | 3,24,016 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 380 | 961.3 | 3,65,294 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 61 | 951.1 | 58,017.1 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 17500 | 107.85 | 18,87,375 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 27 | 9,504.75 | 2,56,628.25 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 19 | 9,860.4 | 1,87,347.6 |
| 22 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 24 | 6,295.15 | 1,51,083.6 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 102 | 9,333.45 | 9,52,011.9 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 70 | 5,413.5 | 3,78,945 |
| 25 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 26 | 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 | 270 | 1,267.95 | 3,42,346.5 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 54 | 3,167.95 | 1,71,069.3 |
| 28 | With 12 mm mild steel U beading | Sqm | 304 | 939.2 | 2,85,516.8 |
| 29 | 250x16 mm | Each | 190 | 260.6 | 49,514 |
| 30 | 250x10 mm | Each | 190 | 115.15 | 21,878.5 |
| 31 | 125 mm | Each | 190 | 66.25 | 12,587.5 |
| 32 | Twin rubber stopper | Each | 106 | 72.35 | 7,669.1 |
| 33 | 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 | 114 | 492.7 | 56,167.8 |
| 34 | 30 mm thick plain PVC door shutters | Sqm | 61 | 3,182.95 | 1,94,159.95 |
| 35 | 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 | 1500 | 117.35 | 1,76,025 |
| 36 | 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 | 3000 | 133.7 | 4,01,100 |
| 37 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 76 | 5,563.75 | 4,22,845 |
| 38 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2850 | 172.6 | 4,91,910 |
| 39 | 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, including 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 | 760 | 772.4 | 5,87,024 |
| 40 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. | Kg | 310 | 130.5 | 40,455 |
| 41 | Ordinary cement without any pigment | Sqm | 1520 | 1,056.35 | 16,05,652 |
| 42 | Acid and alkali resistant tile | Sqm | 40 | 1,738.15 | 69,526 |
| 43 | 25 mm thick | Sqm | 1250 | 1,948.25 | 24,35,312.5 |
| 44 | White sand stone | Sqm | 530 | 1,342.65 | 7,11,604.5 |
| 45 | White sand stone | Sqm | 600 | 1,588.65 | 9,53,190 |
| 46 | 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 | 100 | 1,096.55 | 1,09,655 |
| 47 | Size of Tile 600x600 mm | Sqm | 850 | 1,553.45 | 13,20,432.5 |
| 48 | Size of Tile 800x800 mm | Sqm | 130 | 1,885.5 | 2,45,115 |
| 49 | Polished Granite stone slab colour Black, Cherry/Ruby Red or equivalent | Sqm | 40 | 4,481.3 | 1,79,252 |
| 50 | 75 mm diameter | Metre | 76 | 248.8 | 18,908.8 |
| 51 | 110 mm diameter | Metre | 342 | 377.4 | 1,29,070.8 |
| 52 | 75x75x75 mm | Each | 45 | 144.3 | 6,493.5 |
| 53 | 110x110x110 mm | Each | 76 | 221.35 | 16,822.6 |
| 54 | 75 mm bend | Each | 45 | 105.9 | 4,765.5 |
| 55 | 110 mm bend | Each | 91 | 150.35 | 13,681.85 |
| 56 | 110 mm | Each | 114 | 371.3 | 42,328.2 |
| 57 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 152 | 84.55 | 12,851.6 |
| 58 | 2 mm thick flat | Sqm | 76 | 1,245.65 | 94,669.4 |
| 59 | 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 | 500 | 738.65 | 3,69,325 |
| 60 | Ridges plain (500 - 600mm) | Metre | 95 | 532.35 | 50,573.25 |
| 61 | 1:6 (1 cement: 6 fine sand) | Sqm | 1140 | 383 | 4,36,620 |
| 62 | 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 | 1368 | 518.55 | 7,09,376.4 |
| 63 | 1:3 (1 cement : 3 fine sand) | Sqm | 136.8 | 300.45 | 41,101.56 |
| 64 | 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 | 570 | 185.65 | 1,05,820.5 |
| 65 | 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 | 1900 | 171.1 | 3,25,090 |
| 66 | Two or more coats on new work | Sqm | 304 | 155.9 | 47,393.6 |
| 67 | Two or more coats on new work | Sqm | 304 | 146.8 | 44,627.2 |
| 68 | 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 | 760 | 156.05 | 1,18,598 |
| 69 | Old work (one or more coats) | Sqm | 20000 | 62.7 | 12,54,000 |
| 70 | One coat | Sqm | 62500 | 92 | 57,50,000 |
| 71 | One or more coats on old work | Sqm | 7000 | 102.8 | 7,19,600 |
| 72 | One or more coats on old work | Sqm | 3000 | 96 | 2,88,000 |
| 73 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | Kg | 41.28 | 120.75 | 4,984.56 |
| 74 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 50 | 134.1 | 6,705 |
| 75 | 3 mm thick | Sqm | 700 | 537.45 | 3,76,215 |
| 76 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 22.8 | 2,434.25 | 55,500.9 |
| 77 | 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 | 15.2 | 3,551.25 | 53,979 |
| 78 | In cement mortar | cum | 15.2 | 2,060.2 | 31,315.04 |
| 79 | Of area 3 sq. metres and below | Each | 76 | 367.2 | 27,907.2 |
| 80 | Channels, angles, tees and flats | Kg | 760 | 2.3 | 1,748 |
| 81 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 760 | 5.65 | 4,294 |
| 82 | For thickness of tiles 10 mm to 25 mm | Sqm | 304 | 73.4 | 22,313.6 |
| 83 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 304 | 266.45 | 81,000.8 |
| 84 | Asbestos Cement sheet | Sqm | 228 | 77.3 | 17,624.4 |
| 85 | Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 228 | 57.7 | 13,155.6 |
| 86 | 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 | 152 | 263.95 | 40,120.4 |
| 87 | Stone screening 11.2 mm nominal size (Type B) | cum | 114 | 2,247.75 | 2,56,243.5 |
| 88 | Moorum | cum | 1500 | 768.25 | 11,52,375 |
| 89 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | Kg | 228 | 78.95 | 18,000.6 |
| 90 | On bituminous surface @ 0.25kg/sqm | Sqm | 3040 | 14.05 | 42,712 |
| 91 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 2508 | 505.65 | 12,68,170.2 |
| 92 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 912 | 744.15 | 6,78,664.8 |
| 93 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm | 3040 | 130.85 | 3,97,784 |
| 94 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 76 | 972 | 73,872 |
| 95 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 60 | 1,550.6 | 93,036 |
| 96 | 510x1040 mm bowl depth 178 mm | Each | 15 | 6,917.2 | 1,03,758 |
| 97 | Orissa pattern W.C. pan of size 580x440 mm | Each | 45 | 3,169.05 | 1,42,607.25 |
| 98 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 45 | 2,784.95 | 1,25,322.75 |
| 99 | 10 litre capacity - White | Each | 91 | 1,190.65 | 1,08,349.15 |
| 100 | White solid plastic seat with lid | Each | 45 | 684.85 | 30,818.25 |
| 101 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 30 | 1,034.8 | 31,044 |
| 102 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 15 | 1,648.95 | 24,734.25 |
| 103 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 15 | 4,048.65 | 60,729.75 |
| 104 | 40 mm dia | Each | 106 | 116.7 | 12,370.2 |
| 105 | Providing and fixing 600x450 mm bevelled 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 | 38 | 1,607.95 | 61,102.1 |
| 106 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 76 | 122.4 | 9,302.4 |
| 107 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 45 | 107.2 | 4,824 |
| 108 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 76 | 175.4 | 13,330.4 |
| 109 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 15 | 18,212.9 | 2,73,193.5 |
| 110 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 1600 | 450.95 | 7,21,520 |
| 111 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 1600 | 1,301.35 | 20,82,160 |
| 112 | 20 mm nominal dia Pipes | Metre | 76 | 335 | 25,460 |
| 113 | 25 mm nominal dia Pipes | Metre | 76 | 401.55 | 30,517.8 |
| 114 | 50 mm nominal dia Pipes | Metre | 303 | 934.15 | 2,83,047.45 |
| 115 | 20 mm nominal dia Pipes | Metre | 303 | 274.3 | 83,112.9 |
| 116 | 25 mm nominal dia Pipes | Metre | 303 | 355.4 | 1,07,686.2 |
| 117 | 15 mm nominal bore | Each | 150 | 353.25 | 52,987.5 |
| 118 | 15 mm nominal bore | Each | 150 | 353.25 | 52,987.5 |
| 119 | 25 mm nominal bore | Each | 45 | 622.4 | 28,008 |
| 120 | 50 mm nominal bore | Each | 45 | 1,026.65 | 46,199.25 |
| 121 | 80 mm nominal bore | Each | 21 | 2,604.55 | 54,695.55 |
| 122 | 15 mm nominal bore | Each | 76 | 97.75 | 7,429 |
| 123 | Class I | Each | 15 | 4,791.2 | 71,868 |
| 124 | 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 | 32000 | 11 | 3,52,000 |
| 125 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 160 | 125.6 | 20,096 |
| 126 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 160 | 118.5 | 18,960 |
| 127 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 160 | 208.45 | 33,352 |
| 128 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 120 | 112.8 | 13,536 |
| 129 | 100 mm nominal dia | Each | 80 | 37.6 | 3,008 |
| 130 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 80 | 156.9 | 12,552 |
| 131 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 240 | 530.9 | 1,27,416 |
| 132 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 240 | 634.45 | 1,52,268 |
| 133 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 46 | 1,176.8 | 54,132.8 |
| 134 | Frame size 45 x 70 mm | Metre | 110 | 705.85 | 77,643.5 |
| 135 | 30 mm thick | Sqm | 70 | 4,346.7 | 3,04,269 |
| Schedule total | ₹4,39,65,682.31 | ||||
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