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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
13 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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 means : Construction/repairs/maintenance of any Civil Engg Works.
31 conditions · 2 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.
Miscellaneous repairs to service buildings between GJTA to SSPR section under the jurisdiction of SSE(W)/DNKL of Khurda Road Division.
e-tender-CENTKUR-38-2026
e-tender-CENTKUR-38-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹3.2 L
13 May 2026
22 Apr 2026
29 Apr 2026
118 items across 2 schedules · ₹2,18,572.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 500 | 129.85 | 64,925 |
| 2 | All kinds of soil | cum | 150 | 177.5 | 26,625 |
| 3 | Ordinary rock | cum | 50 | 498.9 | 24,945 |
| 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 | 100 | 196 | 19,600 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 50 | 700.5 | 35,025 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 200 | 2,123.75 | 4,24,750 |
| 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 | 10000 | 17.6 | 1,76,000 |
| 8 | 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 | 75 | 7,878.5 | 5,90,887.5 |
| 9 | 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 | 75 | 6,812 | 5,10,900 |
| 10 | Foundations, footings, bases for columns | Sqm | 500 | 392.15 | 1,96,075 |
| 11 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 10 | 9,045.75 | 90,457.5 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 50 | 842.5 | 42,125 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 50 | 951.1 | 47,555 |
| 14 | 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 | 40 | 10,585.9 | 4,23,436 |
| 15 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 5 | 20,355.8 | 1,01,779 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2500 | 107.85 | 2,69,625 |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 200 | 300.45 | 60,090 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 75 | 8,752.55 | 6,56,441.25 |
| 20 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 21 | 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 | 100 | 1,267.95 | 1,26,795 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,473.85 | 69,477 |
| 23 | Fixed to steel windows by welding | Kg | 1500 | 219.1 | 3,28,650 |
| 24 | 125x90x4.00 mm | Each | 40 | 71.25 | 2,850 |
| 25 | 100x75x3.50 mm | Each | 50 | 62.05 | 3,102.5 |
| 26 | 125 mm | Each | 50 | 256.65 | 12,832.5 |
| 27 | 300x16 mm | Each | 50 | 303.25 | 15,162.5 |
| 28 | 300x10 mm | Each | 50 | 130.1 | 6,505 |
| 29 | Twin rubber stopper | Each | 50 | 72.35 | 3,617.5 |
| 30 | 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 | 95 | 570.95 | 54,240.25 |
| 31 | 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 | 20 | 3,720.75 | 74,415 |
| 32 | 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 | 55 | 696 | 38,280 |
| 33 | 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. Non decorative type | Sqm | 30 | 3,754.2 | 1,12,626 |
| 34 | 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 | 44 | 10,993.55 | 4,83,716.2 |
| 35 | 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 | 1500 | 133.7 | 2,00,550 |
| 36 | Hot finished welded type tubes | Kg | 1000 | 194.4 | 1,94,400 |
| 37 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 38 | 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 | 1000 | 772.4 | 7,72,400 |
| 39 | Dark shade pigment using ordinary cement | Sqm | 350 | 1,119.5 | 3,91,825 |
| 40 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 80 | 1,439.4 | 1,15,152 |
| 41 | Size of Tile 600x600 mm | Sqm | 800 | 1,553.45 | 12,42,760 |
| 42 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 43 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 44 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 45 | 110 mm | Each | 50 | 371.3 | 18,565 |
| 46 | 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 | 300 | 738.65 | 2,21,595 |
| 47 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 48 | Gutter (600 mm over all girth) | Metre | 100 | 1,313.7 | 1,31,370 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 383 | 5,74,500 |
| 50 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 450 | 45,000 |
| 51 | Neat cement punning. | Sqm | 500 | 79.95 | 39,975 |
| 52 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 2000 | 67.4 | 1,34,800 |
| 53 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 54 | Old work (one or more coats) | Sqm | 10000 | 62.7 | 6,27,000 |
| 55 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1000 | 73.95 | 73,950 |
| 56 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 7000 | 25.15 | 1,76,050 |
| 57 | One or more coats on old work | Sqm | 2000 | 96 | 1,92,000 |
| 58 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 5000 | 3.85 | 19,250 |
| 59 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 10000 | 120.75 | 12,07,500 |
| 60 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 51427 | 0.5 | 25,713.5 |
| 61 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 200 | 340.75 | 68,150 |
| 62 | 3 mm thick | Sqm | 200 | 537.45 | 1,07,490 |
| 63 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 150 | 2,434.25 | 3,65,137.5 |
| 64 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 65 | Of area 3 sq. metres and below | Each | 30 | 367.2 | 11,016 |
| 66 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 1500 | 54.65 | 81,975 |
| 67 | 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 | 500 | 263.95 | 1,31,975 |
| 68 | Moorum | cum | 150 | 768.25 | 1,15,237.5 |
| 69 | Overhead informatory road signage | Sqm | 25 | 5,879.9 | 1,46,997.5 |
| 70 | 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 | 250 | 972 | 2,43,000 |
| 71 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 8,006.6 | 40,033 |
| 73 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 74 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,940.8 | 24,704 |
| 75 | Long pattern W.C. pan of size 580 mm | Each | 5 | 1,959.8 | 9,799 |
| 76 | 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 | 20 | 349.15 | 6,983 |
| 77 | 10 litre capacity - White | Each | 15 | 1,190.65 | 17,859.75 |
| 78 | 40 mm dia | Each | 50 | 116.7 | 5,835 |
| 79 | 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 | 10 | 1,607.95 | 16,079.5 |
| 80 | 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 | 10 | 673.4 | 6,734 |
| 81 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 10 | 713.2 | 7,132 |
| 82 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 50 | 265.05 | 13,252.5 |
| 83 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 50 | 316.25 | 15,812.5 |
| 84 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 25 | 450.95 | 11,273.75 |
| 85 | PPR Union 25mm | Each | 10 | 334 | 3,340 |
| 86 | PPR Union 32mm | Each | 10 | 403.7 | 4,037 |
| 87 | PPR Union 50mm | Each | 5 | 782.1 | 3,910.5 |
| 88 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 89 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 90 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 91 | 25 mm nominal dia Pipes | Metre | 250 | 355.4 | 88,850 |
| 92 | 32 mm nominal dia Pipes | Metre | 50 | 438.6 | 21,930 |
| 93 | 50 mm nominal dia Pipes | Metre | 300 | 794.25 | 2,38,275 |
| 94 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 95 | 32 mm nominal bore. | Each | 10 | 689.6 | 6,896 |
| 96 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 97 | 20 mm nominal bore | Each | 30 | 119.05 | 3,571.5 |
| 98 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 99 | 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 | 10000 | 11 | 1,10,000 |
| 100 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 101 | 15mm nominal bore | Each | 20 | 574.3 | 11,486 |
| 102 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 50 | 196.75 | 9,837.5 |
| 103 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 10 | 224.1 | 2,241 |
| 104 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 20 | 523.8 | 10,476 |
| 105 | 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 | 10 | 111.45 | 1,114.5 |
| 106 | 25mm nominal bore, weighing not less than 62 gms | Each | 20 | 113.35 | 2,267 |
| 107 | 600 mm dia. R.C.C. pipe | Metre | 20 | 2,243.4 | 44,868 |
| 108 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 100 | 1,176.8 | 1,17,680 |
| 109 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 250 | 817.15 | 2,04,287.5 |
| 110 | Upto 5mm depth and 5 mm width | Metre | 100 | 96.75 | 9,675 |
| 111 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 25 | 16,112.1 | 4,02,802.5 |
| 112 | 25 mm average thickness | Sqm | 100 | 126.75 | 12,675 |
| 113 | Bars upto 12 mm diameter | Metre | 500 | 8.25 | 4,125 |
| 114 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 100 | 285.2 | 28,520 |
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