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Tender Value
₹29.2 Cr
EMD Value
₹58.5 L
Closing Date
8 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS
14 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. (For details refer tender documents)
Similar nature of works means: Construction/ repairs/ maintenance of any Civil Engg. Works.
32 conditions · 3 needing a document upload
The tenderer(s) should submit the BID SECURITY in acceptable form i.e. only through net banking or e-payment gateway or submitted as Bank Guarantee Bond from a Scheduled Nationalized bank of India or as mentioned in the tender documents. The Bank Guarantee Bond shall be as per Annexure- VI(A) and shall be valid for a period of 90 days beyond the bid validity period.( NOTE: For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para-5 Bid Security (3)(i) to (vii) mentioned in the tender document should invariably be followed.)
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
The tenderer should submit bid capacity details as annexed at Annexure-VI of the Tender Document and relevant details as mentioned in the note of Annexure- VI. In case, the tender/s failed to submit the statements mention in the Note('a' to 'f') along with the offer, their/his offer will be considered as incomplete and will be rejected summarily.
Major Up-gradation of Khurda Road station.
eTender-hq-kur-28-2026
eTender-hq-kur-28-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹58.5 L
8 May 2026
17 Apr 2026
24 Apr 2026
217 items across 4 schedules · ₹70,29,931.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 1450 | 129.85 | 1,88,282.5 |
| 2 | All kinds of soil | cum | 2700 | 177.5 | 4,79,250 |
| 3 | Ordinary rock | cum | 420 | 498.9 | 2,09,538 |
| 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 | 2100 | 196 | 4,11,600 |
| 5 | All kinds of soil | cum | 420 | 126.8 | 53,256 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 865 | 2,123.75 | 18,37,043.75 |
| 7 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 100 | 234.75 | 23,475 |
| 8 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 250 | 38.9 | 9,725 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 1120 | 310.05 | 3,47,256 |
| 10 | 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 | 110 | 8,340.85 | 9,17,493.5 |
| 11 | 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 | 5 | 7,878.5 | 39,392.5 |
| 12 | 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 | 600 | 7,294.7 | 43,76,820 |
| 13 | 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 | 400 | 7,178.75 | 28,71,500 |
| 14 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 1450 | 9,212.6 | 1,33,58,270 |
| 15 | 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 | 90 | 9,045.75 | 8,14,117.5 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4810 | 392.15 | 18,86,241.5 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2650 | 927.25 | 24,57,212.5 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1650 | 736.4 | 12,15,060 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1210 | 961.3 | 11,63,173 |
| 20 | Stairs, (excluding landings) except spiral- staircases | Sqm | 60 | 764.95 | 45,897 |
| 21 | Under 20 cm wide | Metre | 5425 | 208.55 | 11,31,383.75 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 125 | 951.1 | 1,18,887.5 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 65800 | 107.85 | 70,96,530 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 324000 | 107.85 | 3,49,43,400 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 9,504.75 | 2,37,618.75 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 220 | 9,655.7 | 21,24,254 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3060 | 9,860.4 | 3,01,72,824 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1000 | 10,011.35 | 1,00,11,350 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1300 | 733.5 | 9,53,550 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 7,132.25 | 4,99,257.5 |
| 31 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 890 | 8,752.55 | 77,89,769.5 |
| 32 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 900 | 1,105.8 | 9,95,220 |
| 33 | Area of slab over 0.50 sqm | Sqm | 120 | 3,848.7 | 4,61,844 |
| 34 | Granite work | Metre | 90 | 510.95 | 45,985.5 |
| 35 | Granite Stone of approved shade | Sqm | 12 | 4,051.85 | 48,622.2 |
| 36 | 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 | 850 | 1,267.95 | 10,77,757.5 |
| 37 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4200 | 238.35 | 10,01,070 |
| 38 | 125x64x1.90 mm | Each | 210 | 118.2 | 24,822 |
| 39 | 100X58X1.90 mm | Each | 150 | 107.1 | 16,065 |
| 40 | 250x10 mm | Each | 75 | 441.6 | 33,120 |
| 41 | 150x10 mm | Each | 120 | 287.25 | 34,470 |
| 42 | 300x16x5 mm | Each | 75 | 322.2 | 24,165 |
| 43 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 75 | 121.65 | 9,123.75 |
| 44 | 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 | 24 | 998.35 | 23,960.4 |
| 45 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 225 | 570.95 | 1,28,463.75 |
| 46 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 80 | 3,720.75 | 2,97,660 |
| 47 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 90 | 10,993.55 | 9,89,419.5 |
| 48 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 20 | 10,874.2 | 2,17,484 |
| 49 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 10 | 8,247.25 | 82,472.5 |
| 50 | 125 mm | Each | 120 | 119.2 | 14,304 |
| 51 | 200 mm | Each | 75 | 186.65 | 13,998.75 |
| 52 | 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 | 20000 | 117.35 | 23,47,000 |
| 53 | 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 | 280000 | 133.7 | 3,74,36,000 |
| 54 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 7300 | 97.2 | 7,09,560 |
| 55 | Providing and fixing bolts including nuts and washers complete. | Kg | 3800 | 159.35 | 6,05,530 |
| 56 | 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 | 7000 | 772.4 | 54,06,800 |
| 57 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 650 | 1,483.6 | 9,64,340 |
| 58 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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/ s q m including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 60 | 1,330 | 79,800 |
| 59 | Size of Tile 600 x 600 mm | Sqm | 1950 | 1,453.65 | 28,34,617.5 |
| 60 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 15300 | 3,186.7 | 4,87,56,510 |
| 61 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 950 | 4,481.3 | 42,57,235 |
| 62 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 9000 | 195.6 | 17,60,400 |
| 63 | 110 mm diameter | Metre | 250 | 377.4 | 94,350 |
| 64 | 110 mm | Each | 150 | 136.15 | 20,422.5 |
| 65 | 110x110x110 mm | Each | 75 | 234.15 | 17,561.25 |
| 66 | 110x110x110 mm | Each | 75 | 221.35 | 16,601.25 |
| 67 | 110 mm bend | Each | 75 | 150.35 | 11,276.25 |
| 68 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 69 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1800 | 1,355.8 | 24,40,440 |
| 70 | 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 | 10500 | 738.65 | 77,55,825 |
| 71 | Gutter (600 mm over all girth) | Metre | 830 | 1,313.7 | 10,90,371 |
| 72 | 1:6 (1 cement: 6 fine sand) | Sqm | 3200 | 333.35 | 10,66,720 |
| 73 | 1:6 (1 cement: 6 fine sand) | Sqm | 5500 | 383 | 21,06,500 |
| 74 | 1:4 (1 cement: 4 fine sand) | Sqm | 1000 | 471.35 | 4,71,350 |
| 75 | 1:3 (1 cement : 3 fine sand) | Sqm | 2000 | 300.45 | 6,00,900 |
| 76 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4400 | 262.7 | 11,55,880 |
| 77 | 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 | 3400 | 160.6 | 5,46,040 |
| 78 | Two or more coats on new work | Sqm | 110 | 155.9 | 17,149 |
| 79 | Two or more coats on new work | Sqm | 6500 | 146.8 | 9,54,200 |
| 80 | 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 | 3000 | 156.05 | 4,68,150 |
| 81 | Two coats | Sqm | 4400 | 142.8 | 6,28,320 |
| 82 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 4400 | 73.95 | 3,25,380 |
| 83 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 675 | 2,434.25 | 16,43,118.75 |
| 84 | 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 | 520 | 3,551.25 | 18,46,650 |
| 85 | In cement mortar | cum | 40 | 2,060.2 | 82,408 |
| 86 | In cement mortar | cum | 1400 | 2,458.95 | 34,42,530 |
| 87 | Of area 3 sq. metres and below | Each | 210 | 143.5 | 30,135 |
| 88 | For thickness of tiles 10 mm to 25 mm | Sqm | 22040 | 73.4 | 16,17,736 |
| 89 | G.S. Sheet | Sqm | 50 | 164.95 | 8,247.5 |
| 90 | 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 | 3500 | 263.95 | 9,23,825 |
| 91 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 1450 | 60.5 | 87,725 |
| 92 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 110 | 8,505.65 | 9,35,621.5 |
| 93 | 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | Sqm | 1450 | 277.7 | 4,02,665 |
| 94 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | Each | 4 | 7,183.35 | 28,733.4 |
| 95 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 4 | 5,559.75 | 22,239 |
| 96 | 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 | 30 | 747.8 | 22,434 |
| 97 | 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 | 15 | 10,117.6 | 1,51,764 |
| 98 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. | cum | 360 | 2,914.3 | 10,49,148 |
| 99 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 650 | 2,017.6 | 13,11,440 |
| 100 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 250 | 1,091.5 | 2,72,875 |
| 101 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 102 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 103 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 104 | White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked | Each | 24 | 2,940.5 | 70,572 |
| 105 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 30 | 349.15 | 10,474.5 |
| 106 | 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 | 24 | 1,648.95 | 39,574.8 |
| 107 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 30 | 53.25 | 1,597.5 |
| 108 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 109 | Rectangular shape 1500x450 mm | Each | 24 | 2,093 | 50,232 |
| 110 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 30 | 1,083.5 | 32,505 |
| 111 | C.P. brass | Each | 30 | 803.7 | 24,111 |
| 112 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 80 | 122.4 | 9,792 |
| 113 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 80 | 375.65 | 30,052 |
| 114 | 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 | 30 | 231.95 | 6,958.5 |
| 115 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 100 | 415.1 | 41,510 |
| 116 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 200 | 450.95 | 90,190 |
| 117 | 25 mm nominal dia Pipes | Metre | 600 | 401.55 | 2,40,930 |
| 118 | 15 mm nominal dia Pipes | Metre | 500 | 497.8 | 2,48,900 |
| 119 | 20 mm nominal dia Pipes | Metre | 350 | 537.6 | 1,88,160 |
| 120 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 121 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 122 | Horizontal | Each | 2 | 591.4 | 1,182.8 |
| 123 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 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 | 20000 | 11 | 2,20,000 |
| 125 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 126 | 15 mm nominal bore | Each | 120 | 670.45 | 80,454 |
| 127 | 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 | 60 | 111.45 | 6,687 |
| 128 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 495.05 | 49,505 |
| 129 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 130 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 80 | 5,325.9 | 4,26,072 |
| 131 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 140 | 8,042.3 | 11,25,922 |
| 132 | Frame size 45 x 70 mm | Metre | 120 | 705.85 | 84,702 |
| 133 | Frame size 65 x 125 mm | Metre | 210 | 1,381.6 | 2,90,136 |
| 134 | 30 mm thick | Sqm | 50 | 4,346.7 | 2,17,335 |
| 135 | 35 mm thick | Sqm | 95 | 5,432.85 | 5,16,120.75 |
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