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Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
19 Jun 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. 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 :- Construction of any Building Work.
72 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.
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)
Dahod :- Construction of Running Room at DHD station.
RTM-2026-27-51~WR
RTM-2026-27-51
Open
Works - General
18 Months
Ratlam, Madhya Pradesh
₹0
₹4.9 L
19 Jun 2026
27 May 2026
5 Jun 2026
161 items across 3 schedules · ₹3,45,40,295.17 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 384 | 177.5 | 68,160 |
| 2 | Ordinary rock | cum | 150 | 498.9 | 74,835 |
| 3 | Hard rock (blasting prohibited) | cum | 100 | 1,432.95 | 1,43,295 |
| 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 | 384 | 196 | 75,264 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 200 | 700.5 | 1,40,100 |
| 6 | All kinds of soil | cum | 141 | 126.8 | 17,878.8 |
| 7 | Beyond 60 cm girth upto and including 120 cm girth | Each | 4 | 2,373.5 | 9,494 |
| 8 | Beyond 120 cm girth upto and including 240 cm girth | Each | 2 | 11,020.15 | 22,040.3 |
| 9 | 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 | 10 | 8,340.85 | 83,408.5 |
| 10 | 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 | 16 | 7,878.5 | 1,26,056 |
| 11 | 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 | 25 | 7,294.7 | 1,82,367.5 |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 2000 | 18.15 | 36,300 |
| 13 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 60 | 749.3 | 44,958 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 270 | 392.15 | 1,05,880.5 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 100 | 842.5 | 84,250 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1360 | 927.25 | 12,61,060 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 450 | 736.4 | 3,31,380 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 950 | 961.3 | 9,13,235 |
| 19 | Stairs, (excluding landings) except spiral-staircases | Sqm | 85 | 764.95 | 65,020.75 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 120 | 951.1 | 1,14,132 |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1200 | 384.3 | 4,61,160 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10000 | 107.85 | 10,78,500 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 30000 | 107.85 | 32,35,500 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,504.75 | 9,50,475 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 300 | 9,860.4 | 29,58,120 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 100 | 733.5 | 73,350 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 7,132.25 | 2,85,290 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 255 | 9,095.05 | 23,19,237.75 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 30 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 31 | Each | 2 | 978.7 | 1,957.4 | |
| 32 | Stainless steel cramps | Kg | 150 | 714.4 | 1,07,160 |
| 33 | Fastener with threaded dia 10 mm | Each | 800 | 40 | 32,000 |
| 34 | 30 mm thick | Sqm | 150 | 7,515.8 | 11,27,370 |
| 35 | 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 | 300 | 1,267.95 | 3,80,385 |
| 36 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 36 | 2,172.1 | 78,195.6 |
| 37 | On one side only | Sqm | 72 | 478 | 34,416 |
| 38 | 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 | 36 | 462.35 | 16,644.6 |
| 39 | Second class teak wood | Sqm | 36 | 5,045.85 | 1,81,650.6 |
| 40 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 5000 | 238.35 | 11,91,750 |
| 41 | 250x16 mm | Each | 60 | 193.7 | 11,622 |
| 42 | 250x10 mm | Each | 60 | 83.9 | 5,034 |
| 43 | 125 mm | Each | 60 | 39.95 | 2,397 |
| 44 | 150x10 mm | Each | 30 | 287.25 | 8,617.5 |
| 45 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 25 | 998.35 | 24,958.75 |
| 46 | 125 mm | Each | 60 | 231.05 | 13,863 |
| 47 | 125 mm | Each | 60 | 66.25 | 3,975 |
| 48 | Twin rubber stopper | Each | 30 | 72.35 | 2,170.5 |
| 49 | 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 | 50 | 492.7 | 24,635 |
| 50 | 30 mm thick pre laminated PVC door shutters | Sqm | 20 | 3,663.8 | 73,276 |
| 51 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 100 | 623 | 62,300 |
| 52 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 40 | 4,076.05 | 1,63,042 |
| 53 | 125 mm | Each | 60 | 119.2 | 7,152 |
| 54 | 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 | 1000 | 117.35 | 1,17,350 |
| 55 | 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 | 2000 | 133.7 | 2,67,400 |
| 56 | Electric resistance or induction butt welded tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 57 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 400 | 172.6 | 69,040 |
| 58 | 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 | 150 | 772.4 | 1,15,860 |
| 59 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 120 | 1,483.6 | 1,78,032 |
| 60 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 61 | 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 | 37 | 1,096.55 | 40,572.35 |
| 62 | Size of Tile 1000x1000 mm | Sqm | 600 | 2,089.65 | 12,53,790 |
| 63 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in- charge. | Sqm | 400 | 954.15 | 3,81,660 |
| 64 | Size of Tile 1000x1000 mm | Sqm | 50 | 2,162.6 | 1,08,130 |
| 65 | Size of Tile 1000x1000 mm | Sqm | 500 | 174.5 | 87,250 |
| 66 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 30 | 3,186.7 | 95,601 |
| 67 | Polished Granite stone slab colour Black, Cherry/Ruby Red or equivalent | Sqm | 50 | 4,481.3 | 2,24,065 |
| 68 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 50 | 195.6 | 9,780 |
| 69 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 70 | 110 mm | Each | 100 | 136.15 | 13,615 |
| 71 | 110x110x110 mm | Each | 50 | 221.35 | 11,067.5 |
| 72 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 73 | 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 | 50 | 84.55 | 4,227.5 |
| 74 | 2 mm thick flat | Sqm | 100 | 1,245.65 | 1,24,565 |
| 75 | 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 |
| 76 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 77 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 180 | 2,068.75 | 3,72,375 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm | 1280 | 383 | 4,90,240 |
| 79 | 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 | 1200 | 518.55 | 6,22,260 |
| 80 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1200 | 262.7 | 3,15,240 |
| 81 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 2500 | 181.25 | 4,53,125 |
| 82 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 83 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 84 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 85 | Of area 3 sq. metres and below | Each | 50 | 367.2 | 18,360 |
| 86 | Of area 3 sq. metres and below | Each | 10 | 143.5 | 1,435 |
| 87 | 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 | 200 | 5.65 | 1,130 |
| 88 | 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 | 400 | 263.95 | 1,05,580 |
| 89 | Moorum | cum | 1000 | 768.25 | 7,68,250 |
| 90 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 200 | 7,993.8 | 15,98,760 |
| 91 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 150 | 1,045.65 | 1,56,847.5 |
| 92 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,784.95 | 27,849.5 |
| 93 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 94 | White solid plastic seat with lid | Each | 10 | 684.85 | 6,848.5 |
| 95 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 96 | 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 | 20 | 1,607.95 | 32,159 |
| 97 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 98 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 99 | 32 mm nominal dia Pipes | Metre | 100 | 739.3 | 73,930 |
| 100 | 32 mm nominal dia Pipes | Metre | 100 | 438.6 | 43,860 |
| 101 | 150 mm nominal dia Pipes | Metre | 100 | 6,822.7 | 6,82,270 |
| 102 | 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 | 20000 | 11 | 2,20,000 |
| 103 | 15 mm nominal bore | Each | 30 | 506.8 | 15,204 |
| 104 | 15 mm nominal bore | Each | 30 | 670.45 | 20,113.5 |
| 105 | 15mm nominal bore | Each | 40 | 574.3 | 22,972 |
| 106 | 15 mm nominal bore with 45 cm length | Each | 30 | 121.9 | 3,657 |
| 107 | 250 mm diameter S.W. pipe | Metre | 100 | 1,590.55 | 1,59,055 |
| 108 | Rectangular shape 600x450 mm internal dimensions | Each | 50 | 1,437.65 | 71,882.5 |
| 109 | 450 mm dia RCC pipes. | Metre | 60 | 2,676.55 | 1,60,593 |
| 110 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1000 | 530.9 | 5,30,900 |
| 111 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1000 | 634.45 | 6,34,450 |
| 112 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 113 | Upto 5mm depth and 5 mm width | Metre | 100 | 96.75 | 9,675 |
| Schedule total | ₹3,19,30,298.9 | ||||
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