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Tender Value
₹14.9 Cr
EMD Value
₹29.7 L
Closing Date
5 Jun 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 Work - Execution of multistoried building 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.
Construction of 28 units Ty-II Qrs at MCS Rly colony and 12 units Ty-IV quarters at Rail Vihar Colony, CSPR, Bhubaneswar on replacement account.
e-tenderestatekur-29-2026
e-tenderestatekur-29-2026
Open
Works - General
18 Months
Khordha, Odisha
₹0
₹29.7 L
5 Jun 2026
13 May 2026
22 May 2026
205 items across 2 schedules · ₹61,37,856.72 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2360 | 177.5 | 4,18,900 |
| 2 | Ordinary rock | cum | 100 | 498.9 | 49,890 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1342 | 196 | 2,63,032 |
| 4 | 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 | 300 | 700.5 | 2,10,150 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 970 | 2,123.75 | 20,60,037.5 |
| 6 | All kinds of soil | Sqm | 100 | 34.15 | 3,415 |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 2500 | 17.6 | 44,000 |
| 8 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 10 | 234.75 | 2,347.5 |
| 9 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 120 | 38.9 | 4,668 |
| 10 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 720 | 310.05 | 2,23,236 |
| 11 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 420 | 93.05 | 39,081 |
| 12 | 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 | 81 | 8,340.85 | 6,75,608.85 |
| 13 | 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 | 45 | 7,878.5 | 3,54,532.5 |
| 14 | 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 | 175 | 7,178.75 | 12,56,281.25 |
| 15 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 90 | 6,812 | 6,13,080 |
| 16 | 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 | 50 | 9,895.2 | 4,94,760 |
| 17 | Foundations, footings, bases for columns | Sqm | 450 | 392.15 | 1,76,467.5 |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 4 | 10,105.1 | 40,420.4 |
| 19 | 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 | 200 | 18.15 | 3,630 |
| 20 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 20 | 8,986.15 | 1,79,723 |
| 21 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 17 | 9,341.8 | 1,58,810.6 |
| 22 | 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 | 27 | 8,583.4 | 2,31,751.8 |
| 23 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 505 | 392.15 | 1,98,035.75 |
| 24 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 400 | 842.5 | 3,37,000 |
| 25 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 4190 | 927.25 | 38,85,177.5 |
| 26 | Shelves (Cast in situ) | Sqm | 150 | 927.25 | 1,39,087.5 |
| 27 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 5640 | 736.4 | 41,53,296 |
| 28 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2700 | 961.3 | 25,95,510 |
| 29 | Stairs, (excluding landings) except spiral- staircases | Sqm | 300 | 764.95 | 2,29,485 |
| 30 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 31 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 60 | 10,585.9 | 6,35,154 |
| 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 79350 | 107.85 | 85,57,897.5 |
| 33 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 189750 | 107.85 | 2,04,64,537.5 |
| 34 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 240 | 78.4 | 18,816 |
| 35 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 529 | 9,504.75 | 50,28,012.75 |
| 36 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1275 | 9,860.4 | 1,25,72,010 |
| 37 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 558 | 733.5 | 4,09,293 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 470 | 7,132.25 | 33,52,157.5 |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 360 | 9,095.05 | 32,74,218 |
| 40 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 810 | 8,962.35 | 72,59,503.5 |
| 41 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 850 | 1,132.5 | 9,62,625 |
| 42 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 1400 | 1,105.8 | 15,48,120 |
| 43 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 44 | Area of slab over 0.50 sqm | Sqm | 130 | 5,136.3 | 6,67,719 |
| 45 | Granite work | Metre | 535 | 510.95 | 2,73,358.25 |
| 46 | Each | 243 | 978.7 | 2,37,824.1 | |
| 47 | 18 mm thick | Sqm | 53 | 1,492.8 | 79,118.4 |
| 48 | Kiln seasoned and chemically treated hollock wood | cum | 1 | 1,87,277.65 | 1,87,277.65 |
| 49 | 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 | 1150 | 1,267.95 | 14,58,142.5 |
| 50 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 5 | 5,015.05 | 25,075.25 |
| 51 | Sal wood | cum | 6 | 1,16,520.3 | 6,99,121.8 |
| 52 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 252 | 3,473.85 | 8,75,410.2 |
| 53 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 160 | 3,167.95 | 5,06,872 |
| 54 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 250 | 2,172.1 | 5,43,025 |
| 55 | On one side only | Sqm | 192 | 478 | 91,776 |
| 56 | Fixed to steel windows by welding | Kg | 5400 | 219.1 | 11,83,140 |
| 57 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3000 | 238.35 | 7,15,050 |
| 58 | 250x10 mm | Each | 84 | 441.6 | 37,094.4 |
| 59 | 200x10 mm | Each | 84 | 358.4 | 30,105.6 |
| 60 | 150x10 mm | Each | 48 | 287.25 | 13,788 |
| 61 | 300x16x5 mm | Each | 84 | 322.2 | 27,064.8 |
| 62 | Providing and fixing bright finished 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 | 12 | 854.65 | 10,255.8 |
| 63 | 125 mm | Each | 84 | 256.65 | 21,558.6 |
| 64 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 84 | 121.65 | 10,218.6 |
| 65 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 48 | 983.15 | 47,191.2 |
| 66 | 125 mm | Each | 84 | 231.05 | 19,408.2 |
| 67 | 125x63x4 mm | Each | 252 | 126.65 | 31,915.8 |
| 68 | 100x63x3.2 mm | Each | 92 | 96.9 | 8,914.8 |
| 69 | 250x16 mm | Each | 168 | 260.6 | 43,780.8 |
| 70 | 200x10 mm | Each | 168 | 99.7 | 16,749.6 |
| 71 | 150x10 mm | Each | 112 | 82.55 | 9,245.6 |
| 72 | Twin rubber stopper | Each | 168 | 72.35 | 12,154.8 |
| 73 | 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 | 252 | 492.7 | 1,24,160.4 |
| 74 | 30 mm thick plain PVC door shutters | Sqm | 84 | 3,182.95 | 2,67,367.8 |
| 75 | 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 | 175 | 570.95 | 99,916.25 |
| 76 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 53 | 4,488.95 | 2,37,914.35 |
| 77 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 120 | 696 | 83,520 |
| 78 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Decorative type. | Sqm | 48 | 4,138.35 | 1,98,640.8 |
| 79 | 1.0 mm thick | Sqm | 420 | 897.3 | 3,76,866 |
| 80 | 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 | 170 | 10,993.55 | 18,68,903.5 |
| 81 | 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 | 118 | 10,874.2 | 12,83,155.6 |
| 82 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 12 | 8,247.25 | 98,967 |
| 83 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 24 | 9,155.2 | 2,19,724.8 |
| 84 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 10 | 5,804.35 | 58,043.5 |
| 85 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 308 | 220.65 | 67,960.2 |
| 86 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 75 | 123.6 | 9,270 |
| 87 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 172.6 | 5,17,800 |
| 88 | 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 | 4250 | 772.4 | 32,82,700 |
| 89 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 250 | 614.2 | 1,53,550 |
| 90 | Dark shade pigment using ordinary cement | Sqm | 600 | 1,119.5 | 6,71,700 |
| 91 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 92 | 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 | 295 | 1,096.55 | 3,23,482.25 |
| 93 | Size of Tile 600x600 mm | Sqm | 120 | 1,553.45 | 1,86,414 |
| 94 | Size of Tile 800x800 mm | Sqm | 1250 | 1,885.5 | 23,56,875 |
| 95 | Size of Tile 600 x 600 mm | Sqm | 2000 | 1,453.65 | 29,07,300 |
| 96 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 300 | 4,481.3 | 13,44,390 |
| 97 | 110 mm diameter | Metre | 570 | 377.4 | 2,15,118 |
| 98 | 110 mm | Each | 34 | 136.15 | 4,629.1 |
| 99 | 75x75x75 mm | Each | 60 | 164.2 | 9,852 |
| 100 | 110x110x110 mm | Each | 150 | 234.15 | 35,122.5 |
| 101 | 75x75x75 mm | Each | 60 | 144.3 | 8,658 |
| 102 | 110x110x110 mm | Each | 145 | 221.35 | 32,095.75 |
| 103 | 75 mm bend | Each | 64 | 105.9 | 6,777.6 |
| 104 | 110 mm bend | Each | 172 | 150.35 | 25,860.2 |
| 105 | 110 mm Shoe | Each | 24 | 131.85 | 3,164.4 |
| 106 | 75 mm | Each | 135 | 369.85 | 49,929.75 |
| 107 | 110 mm | Each | 440 | 371.3 | 1,63,372 |
| 108 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 975 | 1,355.8 | 13,21,905 |
| 109 | 1:6 (1 cement: 6 fine sand) | Sqm | 1250 | 333.35 | 4,16,687.5 |
| 110 | 1:4 (1 cement: 4 fine sand) | Sqm | 12700 | 399.45 | 50,73,015 |
| 111 | 1:6 (1 cement: 6 fine sand) | Sqm | 6450 | 383 | 24,70,350 |
| 112 | 1:3 (1 cement : 3 fine sand) | Sqm | 3000 | 300.45 | 9,01,350 |
| 113 | Neat cement punning. | Sqm | 100 | 79.95 | 7,995 |
| 114 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 1250 | 87.1 | 1,08,875 |
| 115 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 15100 | 262.7 | 39,66,770 |
| 116 | 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 | 14800 | 185.65 | 27,47,620 |
| 117 | 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 | 7250 | 160.6 | 11,64,350 |
| 118 | Two or more coats on new work | Sqm | 760 | 155.9 | 1,18,484 |
| 119 | Two or more coats on new work | Sqm | 180 | 146.8 | 26,424 |
| 120 | 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 | 6030 | 156.05 | 9,40,981.5 |
| 121 | Melamine polishing on wood work (one or more coat). | Sqm | 180 | 138.1 | 24,858 |
| 122 | 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 | 20 | 3,551.25 | 71,025 |
| 123 | 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 | 600 | 263.95 | 1,58,370 |
| 124 | Moorum | cum | 300 | 768.25 | 2,30,475 |
| 125 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 1080 | 972 | 10,49,760 |
| 126 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 40 | 6,767.4 | 2,70,696 |
| 127 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 28 | 6,515.55 | 1,82,435.4 |
| 128 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 36 | 2,301.75 | 82,863 |
| 129 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 28 | 1,879.2 | 52,617.6 |
| 130 | White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap | Each | 56 | 1,756.85 | 98,383.6 |
| 131 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 36 | 1,683.35 | 60,600.6 |
| 132 | 510x1040 mm bowl depth 250 mm | Each | 12 | 6,945.6 | 83,347.2 |
| 133 | 610x460 mm bowl depth 200 mm | Each | 28 | 3,873.8 | 1,08,466.4 |
| 134 | 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 | 80 | 349.15 | 27,932 |
| 135 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and m a k e as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 20 | 6,940.75 | 1,38,815 |
| 136 | 40 mm dia | Each | 160 | 119.55 | 19,128 |
| 137 | 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 | 24 | 1,607.95 | 38,590.8 |
| 138 | Rectangular shape 453x357 mm | Each | 84 | 1,361.8 | 1,14,391.2 |
| 139 | Rectangular shape 1500x450 mm | Each | 12 | 2,093 | 25,116 |
| 140 | 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 | 36 | 1,083.5 | 39,006 |
| 141 | C.P. brass | Each | 24 | 803.7 | 19,288.8 |
| 142 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 28 | 115.3 | 3,228.4 |
| 143 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 24 | 168.35 | 4,040.4 |
| 144 | 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 | 64 | 231.95 | 14,844.8 |
| 145 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 56 | 673.4 | 37,710.4 |
| 146 | 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 | 24 | 708.95 | 17,014.8 |
| 147 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 12 | 14,999.15 | 1,79,989.8 |
| 148 | 15 mm nominal dia Pipes | Metre | 60 | 497.8 | 29,868 |
| 149 | 20 mm nominal dia Pipes | Metre | 620 | 537.6 | 3,33,312 |
| 150 | 25 mm nominal dia Pipes | Metre | 120 | 627.25 | 75,270 |
| 151 | 20 mm nominal dia Pipes | Metre | 90 | 274.3 | 24,687 |
| 152 | 25 mm nominal dia Pipes | Metre | 800 | 355.4 | 2,84,320 |
| 153 | 40 mm nominal dia Pipes | Metre | 180 | 563.05 | 1,01,349 |
| 154 | 50 mm nominal dia Pipes | Metre | 120 | 794.25 | 95,310 |
| 155 | 25 mm nominal bore | Each | 56 | 464.05 | 25,986.8 |
| 156 | 100 mm diameter | Each | 56 | 193.95 | 10,861.2 |
| 157 | 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 | 28000 | 11 | 3,08,000 |
| 158 | 15 mm nominal bore | Each | 132 | 506.8 | 66,897.6 |
| 159 | 15 mm nominal bore | Each | 24 | 820.7 | 19,696.8 |
| 160 | 15 mm nominal bore | Each | 140 | 798.95 | 1,11,853 |
| 161 | 15 mm nominal bore | Each | 248 | 670.45 | 1,66,271.6 |
| 162 | 15mm nominal bore | Each | 324 | 574.3 | 1,86,073.2 |
| 163 | 100 mm nominal dia | Each | 84 | 37.6 | 3,158.4 |
| 164 | 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 | 112 | 111.45 | 12,482.4 |
| 165 | 15 mm nominal bore, weighing not less than 32 gms | Each | 420 | 53.6 | 22,512 |
| 166 | 25mm nominal bore, weighing not less than 62 gms | Each | 28 | 113.35 | 3,173.8 |
| 167 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 35 | 452 | 15,820 |
| 168 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 670 | 495.05 | 3,31,683.5 |
| 169 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 120 | 598.6 | 71,832 |
| 170 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 60 | 1,139.3 | 68,358 |
| 171 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 60 | 1,176.8 | 70,608 |
| 172 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 173 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 55 | 8,042.3 | 4,42,326.5 |
| 174 | 300 mm dia | Metre | 90 | 707.75 | 63,697.5 |
| 175 | 200 mm nominal size dia | Metre | 52 | 1,255.7 | 65,296.4 |
| 176 | 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 | 20 | 1,538.25 | 30,765 |
| 177 | Upto and including 12mm dia. | Each | 160 | 141.2 | 22,592 |
| 178 | Frame size 45 x 70 mm | Metre | 80 | 705.85 | 56,468 |
| 179 | Frame size 65 x 125 mm | Metre | 700 | 1,381.6 | 9,67,120 |
| 180 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium c o r b o n a t e and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. | Sqm | 224 | 3,437.15 | 7,69,921.6 |
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