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Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
11 Aug 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
14 conditions · 2 needing a document upload
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-B of Chapter-7 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet, otherwise the offer is liable for rejection.
(a)The tenderer must have successfully completed or substantially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender.(b)(1) In case of 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 of the following 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.(b)(2) 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. (b)(3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard GCC or through subcontractor fulfilling the requirements as per clause 7 of the Standard GCC or jointly i.e.,partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s),and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility.Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard GCC, with prior approval of Chief Engineer in writing.(Refer Item 10.1 of Chapter-2 of Annexed Document)
Defination of Similar Work :- Construction/Repairs/Maintenance of any Civil engineering works.
64 conditions · 6 needing a document upload
All Optional documents to be submitted before signing of Contract Agreement/or at the time of submission of Bid.
List of documents which are to be submitted by the tenderer along with their offer failing which the tender shall be summarily rejected.
If Bid Security is submitted through mode of Bank Guarantee then submission of scanned copy of the Bank Guarantee towards Bid Security of the bid on e-tendering portal (IREPS) and original of above Bank Guarantee before closing date of submission of bids (i.e. excluding the last date of submission of bids) as per Para-5 of Instructions to Tenderers (ITT) in Chapter- 2 and Para-6, Annexure-I in Chapter-2 of Annexed Document.
Technical Eligibility Criteria as per Para 10.1 & Para 17.15.1 of Chapter-2
Financial Eligibility Criteria as per Para 10.2 & 17.15.2 of Chapter-2 along with Certificate issued from Chartered Accountant.
Bid Capacity as per Para 10.3 & 17.15.3 duly filled up Annexure- G, Chapter-7 of Annexed Document.
Certificate as per the proforma enclosed vide Annexure-A and an additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be as per Annexure-A1 vide Chapter-7 of the Annexed Document.
Power of attorney duly notarized and in in favour of a single individual should be submitted. As per Para 14,15, 17 & 18 of SGCC.
List of important documents which are to be submitted by the tenderer along with their offer.
Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Certificates regarding contractual payments received, along with duly filled up Annexure-B, Chapter-7 of Annexed Document, to this effect which may be an attested Certificate from the concerned department/client or Audited Balance Sheet duly certified by the Chartered Accountant duly supported by Audited Balance Sheet.
List of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document.
List of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure- E, Chapter-7 of the Annexed Document.
Details of works completed/substantially completed during previous 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document.
All documents reflected as Mandatory in the Commercial Compliance are to be submitted other wise the offer is liable to be rejected.
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.
Please submit the Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Please submit copy of Certificate as per the proforma enclosed vide Annexure-A, Chapter-7 of the Annexed Document. An additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV)/ Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. as the case may be. Non-submission of the Certificates by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
Please submit details of the constitution of Firm i.e. Proprietary Firm/Partnership Fm/HUF/JV/Company Registered under Companies Act-2013/Limited Liability Partnership/Registered Society & Registered Trust etc along with signed Annexure-C, Chapter-7 of the Annexed Document.And also submit the following mandatory supporting documents such as copies of Partnership Deed, Power of Attorney, Memorandum of Articles, Articles of Association, Authorisation, Certificate of Incorporation, Certificate of Registration, Deed of Formation, Memorandum of Understanding, JV Agreement etc as applicable under Para 14, 15, 17 & 18 of Annexure-I, Chapter-2 of Annexed Document. Important Note:-(a)The Power of Attorney duly Notarized shall be submitted even if such specific person is authorized for above purpose through Partnership Deed/Memorandum of Understanding/Article of Association or such other document. (b) In case one or more of the members of JV is/are partnership firm(s)/Proprietary Firm/HUF/Companies/LLP Firm(s)/Society(s)/Trust(s), the required documents of each individual member of JV shall be submitted along with the documents to be submitted on behalf of the JV. (c) Non- submission of above documents (except PAN Card & Undertaking regarding not blacklisted/debarred from participation of tenders/contracts) or submission of incomplete documents shall lead to summarily rejection of the offer.
Please submit copy of the PAN Card.
Please submit list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document. Non-compliance with this condition liable to result in the tender being rejected.
Please submit list of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure-E, Chapter-7 of the Annexed Document. Non- compliance with this condition liable to result in the tender being rejected.
Please submit details of works successfully completed or substantially completed during last 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document. Non-compliance with this condition is liable to result in the tender being rejected.
The tenderer(s) are required to upload the information as per Annexure-G of Chapter-7, Annexed Document duly signed by the tenderer(s) and verified by Chartered Accountant since the information is required to evaluate the bid capacity of the tenderer(s) for tenders valuing more than Rs. 20 Cr. However, the tenderer(s) may submit any additional information, if they desire so. In case, the tenderer(s) failed to submit the minimum required information as per Annexure-G of Chapter- 7 along with the offer or submit in any other format omitting required information essential to work out Bid capacity, his/their offer shall be rejected summarily. This information is to be based on Annexure-B & Annexure-G1, Chapter-7 of Annexed Document.
Please submit the required information for evaluation of Bid Capacity as per Annexure-G1, Chapter-7 of the Annexed Document.
Please submit the information regarding association of Railway Officers with tenderer(s) in reference to Clause 16, Chapter-2 of Annexed Document along with the declaration as per the format vide Annexure-H, Chapter-7 of the Annexed Document. Also non-submission of information required as per Clause 16 (a), (b) & (c) of Chapter-2 in Annexed Document, contract is liable to be dealt in accordance with provision of Clause 43 of Chapter-3 (Clause 62 of General Conditions of Contract).
Please submit list of court cases as per the format vide Annexure-I, Chapter-7 of the Annexed Document.
Please submit list of arbitration cases as per the format vide Annexure-J, Chapter-7 of the Annexed Document.
Please submit broad plan of execution of work as per the format vide Annexure-K, Chapter-7 of the Annexed Document.
Please submit details of other credentials/facilities as per the format vide Annexure-N, Chapter-7 of the Annexed Document.
Please submit your bank details i.e. Name of Bank along with Bank Branch Code, Accounts Number as appearing in the cheque book, IFSC Code and PAN Number, duly certified by the authorised official of the bank, to facilitate payment through ECS/NEFT/RTGS as per Annexure-O of Chapter-7 of Annexed Document. In lieu of Bank Certificate, scanned copy of a cancelled cheque may be attached for verification of the above particulars.
If Bid Security is submitted through mode of Bank Guarantee then please upload scanned copy of the Bank Guarantee (as per Specimen Format at Annexure-Q, Chapter-7 of Annexed Document) submitted towards Bid Security, original of which should be delivered in person to the official nominated as indicated in the tender document before closing date of submission of bids (i.e. excluding the last date of submission of bids). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within above specified period shall lead to summary rejection of bid. In case of the Bid Security deposited through e- payment gateway, then the same should be confirmed by the tenderer.
Please submit the option for taking payment through Letter of Credit (LC) arrangement for tenders having advertised cost of Rs. 10 lakhs and above. For details refer Clause-7, Chapter- 4 of Annexed Document.
Please submit the required certificate (duly certified by a Cost Accountant /CA)as per Clause 8.9(b), Chapter-4 of Annexed Document.
Please submit the Tender Form i.e. Annexure-I of Chapter-2 of Annexed Document.
Upkeepment of service buildings under CAO/C/BBS at Rail Vihar, North Block at Rail Sadan, Electrical and S&T store & Office at Mancheswar and newly handed over Electrical Office ( 2 x 25 KV) at Rail Vihar, Bhubaneswar of East Coast Railway for a period of 02 years.
ETCECONIIBBS2026025
ETCECONIIBBS2026025
Open
Works - General
24 Months
Khordha, Odisha
₹0
₹2.6 L
11 Aug 2026
20 Jul 2026
28 Jul 2026
129 items across 4 schedules · ₹7,57,246.96 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 50 | 260.3 | 13,015 |
| 2 | 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 5000 | — | 17.6 | 88,000 |
| 3 | Beyond 30 cm girth upto and including 60 cm girth | Each | 10 | 532.35 | 5,323.5 |
| 4 | Beyond 60 cm girth upto and including 120 cm girth | Each | 10 | 2,373.5 | 23,735 |
| 5 | Beyond 120 cm girth upto and including 240 cm girth | Each | 10 | 11,020.15 | 1,10,201.5 |
| 6 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 500 | 43 | 21,500 |
| 7 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 423 | 279.7 | 1,18,313.1 |
| 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 | 120 | 8,340.85 | 10,00,902 |
| 9 | 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 | 30 | 10,852.95 | 3,25,588.5 |
| 10 | cum | 35 | 11,505.5 | 4,02,692.5 | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 927.25 | 46,362.5 |
| 13 | Shelves (Cast in situ) | Sqm | 50 | 927.25 | 46,362.5 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 40 | 736.4 | 29,456 |
| 15 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 30 | 8,752.55 | 2,62,576.5 |
| 16 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 10 | 7,197.75 | 71,977.5 |
| 17 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm 137.59 | — | 1,105.8 | 1,52,147.02 |
| 18 | Granite Stone of approved shade | Sqm | 20 | 4,051.85 | 81,037 |
| 19 | 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 192.5 | — | 1,267.95 | 2,44,080.38 |
| 20 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 20 | 2,241.8 | 44,836 |
| 21 | 18 mm thick | Sqm | 40 | 1,245.75 | 49,830 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 65.36 | — | 3,167.95 | 2,07,057.21 |
| 23 | Fixed to steel windows by welding | Kg | 600 | 219.1 | 1,31,460 |
| 24 | 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 | 10 | 854.65 | 8,546.5 |
| 25 | 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 | 150 | 983.15 | 1,47,472.5 |
| 26 | 100 mm | Each | 100 | 206.25 | 20,625 |
| 27 | 100x75x4 mm | Each | 50 | 115.4 | 5,770 |
| 28 | 250x16 mm | Each | 30 | 260.6 | 7,818 |
| 29 | 250x10 mm | Each | 30 | 115.15 | 3,454.5 |
| 30 | 125 mm | Each | 25 | 66.25 | 1,656.25 |
| 31 | 100 mm | Each | 25 | 59.55 | 1,488.75 |
| 32 | Twin rubber stopper | Each | 150 | 72.35 | 10,852.5 |
| 33 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 27 | 414.2 | 11,183.4 |
| 34 | 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 | 45 | 570.95 | 25,692.75 |
| 35 | 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 27.56 | — | 4,488.95 | 1,23,715.46 |
| 36 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 100 | 1,224.65 | 1,22,465 |
| 37 | Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 12.6 | 9,933.4 | 1,25,160.84 |
| 38 | Using R3 series with frame (55mm & above ) x (45mm & above). (Height upto 2.5 meter) | Sqm | 5 | 7,080.05 | 35,400.25 |
| 39 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 90 | 2,829.25 | 2,54,632.5 |
| 40 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 20 | 2,593.15 | 51,863 |
| 41 | 200 mm | Each | 25 | 186.65 | 4,666.25 |
| 42 | 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 | 500 | 133.7 | 66,850 |
| 43 | Hot finished welded type tubes | Kg | 250 | 194.4 | 48,600 |
| 44 | 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 | 100 | 772.4 | 77,240 |
| 45 | Light shade pigment using white cement | Sqm | 100 | 1,533.8 | 1,53,380 |
| 46 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 47 | Size of Tile 600 x 600 mm | Sqm 64.36 | — | 1,453.65 | 93,556.91 |
| 48 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 49 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 50 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm 1243.44 | — | 1,355.8 | 16,85,855.95 |
| 51 | 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 100 | 1,176.7 | 1,17,670 |
| 52 | 1:6 (1 cement: 6 coarse sand) | Sqm 2140 | — | 343.65 | 7,35,411 |
| 53 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm 91.04 | — | 396.65 | 36,111.02 |
| 54 | 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 2051.84 | — | 160.6 | 3,29,525.5 |
| 55 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 60 | 67.4 | 4,044 |
| 56 | 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 2780.24 | — | 156.05 | 4,33,856.45 |
| 57 | Two coats | Sqm 4080.24 | — | 137.45 | 5,60,828.99 |
| 58 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm 4080.24 | — | 73.95 | 3,01,733.75 |
| 59 | One or more coats on old work | Sqm | 350 | 102.8 | 35,980 |
| 60 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 800 | 80.65 | 64,520 |
| 61 | Door chowkhats | Each | 20 | 1,782.55 | 35,651 |
| 62 | 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 1000 | — | 0.5 | 500 |
| 63 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in- charge. | Each | 100 | 108.3 | 10,830 |
| 64 | 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 | 100 | 340.75 | 34,075 |
| 65 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in- charge. | Each | 20 | 429.1 | 8,582 |
| 66 | 2mm (for corrugated roof sheets) | Sqm | 800 | 498.35 | 3,98,680 |
| 67 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 68 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 69 | Of area 3 sq. metres and below | Each | 20 | 143.5 | 2,870 |
| 70 | Of area beyond 3 sq. metres | Each | 10 | 188.9 | 1,889 |
| 71 | Of sectional area below 40 square centimetres | Metre | 120 | 17.85 | 2,142 |
| 72 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 73.4 | 14,680 |
| 73 | Up to 10 mm thick | Sqm | 100 | 61 | 6,100 |
| 74 | 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 2000 | — | 54.65 | 1,09,300 |
| 75 | 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 | 10 | 10,117.6 | 1,01,176 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 100 | 1,091.5 | 1,09,150 |
| 77 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 78 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 79 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 13 | 2,226.35 | 28,942.55 |
| 80 | 510x1040 mm bowl depth 250 mm | Each | 4 | 6,945.6 | 27,782.4 |
| 81 | 10 litre capacity - coloured | Each | 25 | 1,136.6 | 28,415 |
| 82 | White solid plastic seat with lid | Each | 25 | 684.85 | 17,121.25 |
| 83 | 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 | 15 | 1,607.95 | 24,119.25 |
| 84 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 85 | 32 mm nominal dia Pipes | Metre | 100 | 438.6 | 43,860 |
| 86 | 40 mm nominal dia Pipes | Metre | 100 | 563.05 | 56,305 |
| 87 | 50 mm nominal dia Pipes | Metre | 100 | 794.25 | 79,425 |
| 88 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 89 | 20 mm nominal bore | Each | 20 | 379.2 | 7,584 |
| 90 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 91 | 20 mm nominal bore | Each | 20 | 379.2 | 7,584 |
| 92 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 495.05 | 24,752.5 |
| 93 | 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 |
| 94 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 30 | 1,139.3 | 34,179 |
| 95 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,505.25 | 15,052.5 |
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