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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
30 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
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 :- Any Civil Engineering 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-2023 (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)
1. Dr Ambedkar Nagar - Improvements of STR, Rolling-in/Out examination & other Infrastructure with for Upgradation as ICD including electrical work 2. Indore Yard: Strengthening of Track Circuit by Providing MSDAC in low lying flood prone area including electrical work & 3. Dr. Ambedkar Nagar (DADN) - Provision of Automatic Coach washing plant
RTM-2026-27-103~WR
RTM-2026-27-103
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹8.0 L
6 Oct 2026
6 Oct 2026
16 Oct 2026
287 items across 6 schedules · ₹5,69,95,429.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 70 | 217.55 | 15,228.5 |
| 2 | All kinds of soil | cum 2407.7 | — | 177.5 | 4,27,366.75 |
| 3 | Ordinary rock | cum | 500 | 498.9 | 2,49,450 |
| 4 | All kinds of soil. | cum | 30 | 260.3 | 7,809 |
| 5 | 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 1550.08 | — | 196 | 3,03,815.68 |
| 6 | All kinds of soil | cum | 150 | 126.8 | 19,020 |
| 7 | All kinds of soil | Sqm | 100 | 34.15 | 3,415 |
| 8 | 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 | 5 | 8,340.85 | 41,704.25 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 700.79 | — | 7,294.7 | 51,12,052.81 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 50 | 7,178.75 | 3,58,937.5 |
| 11 | Foundations, footings, bases for columns | Sqm 292.5 | — | 392.15 | 1,14,703.88 |
| 12 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 64.5 | 9,212.6 | 5,94,212.7 |
| 13 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 49.5 | 9,568.25 | 4,73,628.38 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 513.6 | — | 392.15 | 2,01,408.24 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2950 | 842.5 | 24,85,375 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 465 | 927.25 | 4,31,171.25 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 261.59 | — | 736.4 | 1,92,634.88 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 263.2 | — | 961.3 | 2,53,014.16 |
| 19 | Stairs, (excluding landings) except spiral-staircases | Sqm | 12.6 | 764.95 | 9,638.37 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 44519.4 | — | 107.85 | 48,01,417.29 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 26079.76 | — | 107.85 | 28,12,702.12 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 784.17 | — | 9,504.75 | 74,53,339.81 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 445.47 | — | 9,860.4 | 43,92,512.39 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 305.13 | — | 733.5 | 2,23,812.86 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 20.88 | — | 6,504.9 | 1,35,822.31 |
| 26 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 15 | 6,295.15 | 94,427.25 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 6 | 9,344.35 | 56,066.1 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 189.22 | — | 9,105.95 | 17,23,027.86 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 30 | Area of slab over 0.50 sqm | Sqm | 45 | 5,136.3 | 2,31,133.5 |
| 31 | Second class teak wood | cum | 3.08 | 1,42,949.7 | 4,40,285.08 |
| 32 | Sal wood | cum | .15 | 1,16,520.3 | 17,478.05 |
| 33 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 16.8 | 3,473.85 | 58,360.68 |
| 34 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 6.3 | 2,392.65 | 15,073.7 |
| 35 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 2,172.1 | 17,376.8 |
| 36 | With 2nd class teak wood beading 62X19 mm | Sqm | 25.2 | 1,308.35 | 32,970.42 |
| 37 | 250x16 mm | Each | 12 | 193.7 | 2,324.4 |
| 38 | 200x10 mm | Each | 8 | 69.4 | 555.2 |
| 39 | 125 mm | Each | 22 | 39.95 | 878.9 |
| 40 | 250x16 mm | Each | 7 | 260.6 | 1,824.2 |
| 41 | 150x10 mm | Each | 100 | 82.55 | 8,255 |
| 42 | 100x10 mm | Each | 30 | 64.7 | 1,941 |
| 43 | Twin rubber stopper | Each | 4 | 72.35 | 289.4 |
| 44 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 3 | 3,253.8 | 9,761.4 |
| 45 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 48 | 573.45 | 27,525.6 |
| 46 | 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 | 845 | 117.35 | 99,160.75 |
| 47 | 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 | 8625 | 133.7 | 11,53,162.5 |
| 48 | Hot finished welded type tubes | Kg | 2400 | 194.4 | 4,66,560 |
| 49 | Electric resistance or induction butt welded tubes | Kg | 80 | 194.4 | 15,552 |
| 50 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4800 | 97.2 | 4,66,560 |
| 51 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 200 | 123.6 | 24,720 |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 625 | 172.6 | 1,07,875 |
| 53 | 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 |
| 54 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 2 | 844.7 | 1,689.4 |
| 55 | 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 | 40 | 130.5 | 5,220 |
| 56 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 200 | 978.45 | 1,95,690 |
| 57 | Dark shade pigment using ordinary cement | Sqm | 120 | 1,119.5 | 1,34,340 |
| 58 | Acid and alkali resistant tile | Sqm | 40 | 1,738.15 | 69,526 |
| 59 | 25 mm thick | Sqm | 260 | 1,948.25 | 5,06,545 |
| 60 | 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 | 35 | 1,096.55 | 38,379.25 |
| 61 | 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 | 20 | 1,112.7 | 22,254 |
| 62 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| 63 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 30 | 1,087.65 | 32,629.5 |
| 64 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 80 | 195.6 | 15,648 |
| 65 | 110 mm diameter | Metre | 33 | 377.4 | 12,454.2 |
| 66 | 110 mm bend | Each | 6 | 150.35 | 902.1 |
| 67 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step- down (2" or 3" or 6" ) as specified | Sqm | 66 | 1,401.35 | 92,489.1 |
| 68 | 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 | 1000 | 738.65 | 7,38,650 |
| 69 | 0.91 mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46 mm, top crest width of 41 mm, bottom valley width of 80 mm, overall profile width of 1144 mm, cover width 1050 mm. | Sqm | 82.5 | 2,335.45 | 1,92,674.63 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 216 | 347.05 | 74,962.8 |
| 71 | 1:4 (1 cement: 4 fine sand) | Sqm | 936 | 399.45 | 3,73,885.2 |
| 72 | 1:4 (1 cement: 4 fine sand) | Sqm 1136.8 | — | 425.55 | 4,83,765.24 |
| 73 | 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 | 650 | 518.55 | 3,37,057.5 |
| 74 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 450 | 262.7 | 1,18,215 |
| 75 | 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 | 580 | 185.65 | 1,07,677 |
| 76 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 300 | 160.6 | 48,180 |
| 77 | 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 | 360 | 171.1 | 61,596 |
| 78 | Two or more coats on new work | Sqm | 581 | 155.9 | 90,577.9 |
| 79 | 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 | 216 | 156.05 | 33,706.8 |
| 80 | Two coats | Sqm | 3432 | 137.45 | 4,71,728.4 |
| 81 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 2 | 2,434.25 | 4,868.5 |
| 82 | 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 | 1 | 3,551.25 | 3,551.25 |
| 83 | In cement mortar | cum | 1 | 2,060.2 | 2,060.2 |
| 84 | R.S. Joists | Kg | 50 | 3.4 | 170 |
| 85 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 10 | 266.45 | 2,664.5 |
| 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 | 20 | 263.95 | 5,279 |
| 87 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm 139.8 | — | 218.9 | 30,602.22 |
| 88 | 63 mm to 45 mm size stone aggregate | cum 112.91 | — | 1,636.05 | 1,84,726.41 |
| 89 | 53 mm to 22.4 mm size stone aggregate | cum 62.91 | — | 1,842.3 | 1,15,899.09 |
| 90 | Moorum | cum 705.48 | — | 768.25 | 5,41,985.01 |
| 91 | 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 139.8 | — | 1,046.95 | 1,46,363.61 |
| 92 | Cement concrete prepared with batch mixing machine | cum | 561 | 10,529.35 | 59,06,965.35 |
| 93 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 39.6 | 5.3 | 209.88 |
| 94 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 198 | 8.65 | 1,712.7 |
| 95 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer- in-charge and accordance with applicable specifications. | Sqm 747.8 | — | 747.8 | 5,59,204.84 |
| 96 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 7 | 10,117.6 | 70,823.2 |
| 97 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum 442.5 | — | 2,924.85 | 12,94,246.13 |
| 98 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm 139.8 | — | 1,045.65 | 1,46,181.87 |
| 99 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 100 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,879.2 | 3,758.4 |
| 101 | Orissa pattern W.C. pan of size 580x440 mm | Each | 3 | 3,169.05 | 9,507.15 |
| 102 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 2 | 2,784.95 | 5,569.9 |
| 103 | 10 litre capacity - White | Each | 5 | 1,190.65 | 5,953.25 |
| 104 | White solid plastic seat with lid | Each | 3 | 684.85 | 2,054.55 |
| 105 | Flat back wash basin of size 550x400 mm | Each | 1 | 992.6 | 992.6 |
| 106 | 32 mm dia | Each | 7 | 119.55 | 836.85 |
| 107 | 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 |
| 108 | Rectangular shape 1500x450 mm | Each | 2 | 2,093 | 4,186 |
| 109 | C.P. brass | Each | 3 | 803.7 | 2,411.1 |
| 110 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 1 | 115.3 | 115.3 |
| 111 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 231.95 | 463.9 |
| 112 | 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 | 3 | 708.95 | 2,126.85 |
| 113 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 25 | 477.85 | 11,946.25 |
| 114 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 25 | 265.05 | 6,626.25 |
| 115 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 20 | 1,301.35 | 26,027 |
| 116 | PN - 10 Pipe, 160 mm OD (SDR-11) | Metre | 20 | 2,746.85 | 54,937 |
| 117 | PPR Union 25mm | Each | 5 | 334 | 1,670 |
| 118 | 15 mm nominal dia Pipes | Metre | 44 | 497.8 | 21,903.2 |
| 119 | 25 mm nominal dia Pipes | Metre | 20 | 627.25 | 12,545 |
| 120 | 15 mm nominal dia Pipes | Metre | 10 | 244.7 | 2,447 |
| 121 | 25 mm nominal dia Pipes | Metre | 10 | 355.4 | 3,554 |
| 122 | 15 mm dia nominal bore | Metre | 4 | 366.4 | 1,465.6 |
| 123 | 25 mm dia nominal bore | Metre | 6 | 551.7 | 3,310.2 |
| 124 | 15 mm dia nominal bore | Metre | 32 | 580.45 | 18,574.4 |
| 125 | 20 mm dia nominal bore | Metre | 24 | 635.2 | 15,244.8 |
| 126 | 15 mm dia nominal bore | Metre | 24 | 322.15 | 7,731.6 |
| 127 | 25 mm dia nominal bore | Metre | 60 | 467.75 | 28,065 |
| 128 | 50 mm dia nominal bore | Metre | 60 | 762.15 | 45,729 |
| 129 | 25 to 40 mm nominal bore | Each | 1 | 911.9 | 911.9 |
| 130 | 20 mm nominal bore | Each | 1 | 379.2 | 379.2 |
| 131 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 132 | Class II | Each | 1 | 4,985.85 | 4,985.85 |
| 133 | Class II | Each | 1 | 7,312.4 | 7,312.4 |
| 134 | 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 | 7000 | 11 | 77,000 |
| 135 | 15 mm nominal bore | Each | 13 | 506.8 | 6,588.4 |
| 136 | 15 mm nominal bore | Each | 13 | 670.45 | 8,715.85 |
| 137 | 15mm nominal bore | Each | 6 | 574.3 | 3,445.8 |
| 138 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 1 | 125.6 | 125.6 |
| 139 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 1 | 208.45 | 208.45 |
| 140 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 6 | 196.95 | 1,181.7 |
| 141 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 1 | 156.9 | 156.9 |
| 142 | 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 | 5 | 111.45 | 557.25 |
| 143 | 300 mm dia. R.C.C. pipe | Metre | 50 | 994.3 | 49,715 |
| 144 | 450 mm dia RCC pipes. | Metre 399.95 | — | 2,676.55 | 10,70,486.17 |
| 145 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 360 | 495.05 | 1,78,218 |
| 146 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 315 | 598.6 | 1,88,559 |
| 147 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 148 | 300 mm dia | Metre | 40 | 825.7 | 33,028 |
| 149 | 300 mm dia | Metre | 40 | 1,870.6 | 74,824 |
| 150 | 200 mm nominal size dia | Metre | 80 | 1,113.35 | 89,068 |
| 151 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 1 | 1,509.8 | 1,509.8 |
| 152 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 153 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 154 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 40 | 2,442.75 | 97,710 |
| 155 | 200 mm nominal size dia | Metre | 40 | 2,571.05 | 1,02,842 |
| 156 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 5 | 1,085.05 | 5,425.25 |
| 157 | 200 mm dia | Each | 5 | 321.15 | 1,605.75 |
| 158 | 200 mm clamp | Each | 5 | 2,293.65 | 11,468.25 |
| 159 | 200 mm dia | Each | 5 | 357.6 | 1,788 |
| 160 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 7,387.25 | 1,10,808.75 |
| 161 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 33 | 9,844.65 | 3,24,873.45 |
| 162 | Cement mortar 1:4(1 cement : 4 coarse sand) | Sqm | 5 | 897.15 | 4,485.75 |
| 163 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 15 | 1,099.15 | 16,487.25 |
| Schedule total | ₹5,27,39,845.67 | ||||
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