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Tender Value
₹4.7 Cr
EMD Value
₹3.9 L
Closing Date
2 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN HQ
21 conditions · 3 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 and '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.
The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfilment of Financial Eligibility Criteria should be with UDIN, failing which the offer is likely to be rejected without any further notice.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates.
In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, 1.1.1 bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Explanation for Eligibility criteria: 1. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. 2. In case a work is started prior to 07 (seven) years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfillment of credentials. 3. If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfillment of credentials 4. In case of completed work, the value of final bill (gross amount) including the PVC amount (if paid) shall be considered as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. 5. If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form (Second Sheet), the same shall be considered for the purpose of fulfillment of credentials. 6. In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility. 7. In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution / split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc.
8. In case of existing partnership firm, if any one or more partners quit the partnership firm, the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on the date of quitting the partnership firm (e.g. in a partnership firm of partners A, B & C having share 30%, 30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. 9. In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firm shall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6 above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc. 10. Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the 1.2.1 partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. 11. In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will be passed on to the successor. 12. If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in their value. Further, in case a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. 13. In a partnership firm "AB" of A&B partners, in case A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not be added in partnership firm AB. 14. In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. 15. In case company A is merged with company B, then company B would get the credentials of company A also.]
Defination of Similar Work :- Any Civil Engineering work.
42 conditions
Compliance with the GST Act, 2017 - Change in para (a) of clause 6, part I of Indian Railway Standard General Conditions of Contract, April'2022.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services Tax Act, 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt.& as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
Estimate No.: 251/HQ/KGP/2025; Allocation: "CAP (PH-64)"; Project ID: 12.03.64.25.3.52.010, Fund Provision: 4,70,30,177.89 /-.
All the bidders / tenderers should ensure that they are GST compliant and their quoted rates are as per GST law.
Tender value is inclusive of GST. Agencies must quote their rates including GST.
In the instant tender GST is applicable at rate of Eighteen percent (18%).
However, inter se ranking will be done on the quoted value including GST applicable on the date of opening.
In case of increase or decrease in GST rate, same will be either paid by railway or recovered from the agency as the case may be.
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.
If necessary, the contractor has to make the detail drawing of the work and has to made it approved by a Govt. College/University/Institution. No extra payment will be admissible on this account.
The items covered under CPWD DSR-2021, CPWD Horticulture- 2020 and SER-IR-USSOR-2021 are tentative and approximate and these are considered for evaluation of DV only. However the items covered under CPWD DSR-2021, CPWD Horticulture-2020 and SER-IR-USSOR-2021 may be altered within the scope of work as per instruction of Engineer- in Charge according to site requirement if required. Decision of Engineer in Charge in this regard will be final and binding to all.
In case damage is caused to OFC / Quad cable / signaling cable during execution of the work, the contractor is liable to pay a penalty for damaging the cable. Penalty shall not be levied in case of the following: (i) Detailed cable route plan not provided by concerned department or cable is not protected as per laid down procedures, (ii) The alignment of the cable does not tally with the information provided to the contractor, (iii) The cable depth is found to be less than 800 mm from normal ground level, (iv) No representative of S&T department / Rail Tel was available at site guarding the cables on the fixed pre determined date and time. Penalty to be imposed for damages to cable shall be as under: (a) Only Quad cable or Signaling cable ----- Rs.1.00 Lakh per location, (b) Only OFC ----- Rs.1.25 Lakh per location, (c) Both OFC & Quad ----- Rs.1.50 Lakh per location, (d) Electrical Cable ----- Rs.1.00 Lakh per location. (Telecom Circular No. 17/2013 issued by Railway Board vide No. 2003/Tele/RCIL/1 Pt.IX dated 24.06.2013 is binding to this contract and should be followed in spirit).
One Graduate Engineer and One qualified surveyor must be deputed exclusively for this contract and they must not be engaged to supervise any other work.
All P.Way and Civil contractors that all labours engaged on any work on track and civil construction site must be equipped with all necessary safety equipment like green retro reflective safety jacket, safety helmet and safety shoe, harness etc. as per direction of Engineer-in-charge or his authorize representative at site all the times without fail.
IF required, contractor should mobillse to do night working for which they will be required to have their own sufficient lighting arrangement. No extra payment will be admissible on this account.
The Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account.
The quantities specified in the tender schedule are only approximate and liable to vary.
Improvement and upgradation of service building including different sub-ordinate offices at Kharagpur under the jurisdiction of ADEN/Settlement/Kharagpur.
E-KGP-HQ-58-2025~SER
E-KGP-HQ-58-2025
Open
Works - General
18 Months
Paschim Medinipur, West Bengal
₹0
₹3.9 L
2 Jan 2026
9 Dec 2025
19 Dec 2025
192 items across 6 schedules · ₹76,33,709.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 20 | 177.5 | 3,550 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 20 | 2,123.75 | 42,475 |
| 3 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5000 | 8.95 | 44,750 |
| 4 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 100 | 234.75 | 23,475 |
| 5 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 1000 | 310.05 | 3,10,050 |
| 6 | 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 | 200 | 279.7 | 55,940 |
| 7 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 8 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 9 | Granite work | Metre | 100 | 510.95 | 51,095 |
| 10 | Granite of any colour and shade | Sqm | 50 | 3,617.55 | 1,80,877.5 |
| 11 | Kiln seasoned and chemically treated hollock wood | cum | 2 | 1,87,277.65 | 3,74,555.3 |
| 12 | Decorative veneer facings of approved manufacture | Sqm | 50 | 1,946.25 | 97,312.5 |
| 13 | 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 | 200 | 1,267.95 | 2,53,590 |
| 14 | 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 | 50 | 5,015.05 | 2,50,752.5 |
| 15 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| 16 | Sal wood | cum | 3 | 1,16,520.3 | 3,49,560.9 |
| 17 | 30 mm thick shutters | Sqm | 10 | 3,747.3 | 37,473 |
| 18 | Second class teak wood | Sqm | 5 | 3,323.2 | 16,616 |
| 19 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 30 | 2,600.45 | 78,013.5 |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,167.95 | 31,679.5 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 2,172.1 | 43,442 |
| 22 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 100 | 462.35 | 46,235 |
| 23 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 30 | 106.7 | 3,201 |
| 24 | 50 x 20 mm | Metre | 100 | 271.75 | 27,175 |
| 25 | 25 mm dia | Metre | 100 | 525.55 | 52,555 |
| 26 | Fixed to steel windows by welding | Kg | 1000 | 219.1 | 2,19,100 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 8000 | 238.35 | 19,06,800 |
| 28 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 100 | 228.85 | 22,885 |
| 29 | 300x16 mm | Each | 40 | 216.55 | 8,662 |
| 30 | 250x10 mm | Each | 40 | 83.9 | 3,356 |
| 31 | 200x10 mm | Each | 40 | 69.4 | 2,776 |
| 32 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). | Each | 80 | 122.15 | 9,772 |
| 33 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 20 | 1,124.85 | 22,497 |
| 34 | 300x16 mm | Each | 30 | 303.25 | 9,097.5 |
| 35 | 150x10 mm | Each | 80 | 82.55 | 6,604 |
| 36 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 50 | 100.8 | 5,040 |
| 37 | 125 mm | Each | 80 | 66.25 | 5,300 |
| 38 | 50x50 mm (base and height) | Metre | 100 | 354.35 | 35,435 |
| 39 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. | Each | 30 | 850.05 | 25,501.5 |
| 40 | 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 |
| 41 | 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 | 38 | 4,138.35 | 1,57,257.3 |
| 42 | 1.0 mm thick | Sqm | 100 | 897.3 | 89,730 |
| 43 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 300 | 1,224.65 | 3,67,395 |
| 44 | 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 | 200 | 10,874.2 | 21,74,840 |
| 45 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 20 | 614.2 | 12,284 |
| 46 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 30 | 8,595.15 | 2,57,854.5 |
| 47 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 100 | 83.85 | 8,385 |
| 48 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 49 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 30 | 2,354.7 | 70,641 |
| 50 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 300 | 1,315.3 | 3,94,590 |
| 51 | Size of Tile 600 x 600 mm | Sqm | 3000 | 1,502.75 | 45,08,250 |
| 52 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 30 | 4,481.3 | 1,34,439 |
| 53 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 30 | 3,071.05 | 92,131.5 |
| 54 | 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000 | Sqm | 1000 | 921.95 | 9,21,950 |
| 55 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 56 | 110x110x110 mm | Each | 30 | 234.15 | 7,024.5 |
| 57 | 110x110x110 mm | Each | 30 | 221.35 | 6,640.5 |
| 58 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 59 | 110 mm Shoe | Each | 30 | 131.85 | 3,955.5 |
| 60 | 110 mm | Each | 50 | 371.3 | 18,565 |
| 61 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 50 | 1,355.8 | 67,790 |
| 62 | 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 | 5000 | 738.65 | 36,93,250 |
| 63 | Ridges plain (500 - 600mm) | Metre | 500 | 532.35 | 2,66,175 |
| 64 | Gutter (600 mm over all girth) | Metre | 500 | 1,313.7 | 6,56,850 |
| 65 | 1:4 (1 cement: 4 fine sand) | Sqm | 5000 | 399.45 | 19,97,250 |
| 66 | Neat cement punning. | Sqm | 300 | 79.95 | 23,985 |
| 67 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 1000 | 22.1 | 22,100 |
| 68 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| 69 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 70 | Two or more coats on new works including a coat of wood filler | Sqm | 100 | 446.25 | 44,625 |
| 71 | Two coats | Sqm | 10000 | 137.45 | 13,74,500 |
| 72 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 10000 | 73.95 | 7,39,500 |
| 73 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 5000 | 19.75 | 98,750 |
| 74 | One or more coats on old work | Sqm | 1500 | 102.8 | 1,54,200 |
| 75 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 1000 | 112.9 | 1,12,900 |
| 76 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 15000 | 120.75 | 18,11,250 |
| 77 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 1000 | 547.4 | 5,47,400 |
| 78 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 100 | 1,090.65 | 1,09,065 |
| 79 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 50 | 134.1 | 6,705 |
| 80 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | Sqm | 10000 | 3.45 | 34,500 |
| 81 | 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 | 100 | 429.1 | 42,910 |
| 82 | 2mm (for corrugated roof sheets) | Sqm | 200 | 498.35 | 99,670 |
| 83 | 3 mm thick | Sqm | 1300 | 537.45 | 6,98,685 |
| 84 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 85 | 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 | 5 | 3,551.25 | 17,756.25 |
| 86 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 87 | Of area 3 sq. metres and below | Each | 30 | 367.2 | 11,016 |
| 88 | Of area beyond 3 sq. metres | Each | 10 | 502.75 | 5,027.5 |
| 89 | Of area 3 sq. metres and below | Each | 40 | 143.5 | 5,740 |
| 90 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 73.4 | 14,680 |
| 91 | G.S. Sheet | Sqm | 3000 | 164.95 | 4,94,850 |
| 92 | Asbestos Cement sheet | Sqm | 2000 | 77.3 | 1,54,600 |
| 93 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 200 | 56.35 | 11,270 |
| 94 | 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 | 500 | 54.65 | 27,325 |
| 95 | Overhead informatory road signage | Sqm | 50 | 5,879.9 | 2,93,995 |
| 96 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1500 | 1,045.65 | 15,68,475 |
| 97 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 150 | 3,081.95 | 4,62,292.5 |
| 98 | 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 |
| 99 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 100 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 50 | 1,550.6 | 77,530 |
| 101 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 50 | 1,683.35 | 84,167.5 |
| 102 | 610x460 mm bowl depth 200 mm | Each | 10 | 3,873.8 | 38,738 |
| 103 | Long pattern W.C. pan of size 580 mm | Each | 20 | 1,959.8 | 39,196 |
| 104 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,784.95 | 27,849.5 |
| 105 | 10 litre capacity - White | Each | 20 | 1,190.65 | 23,813 |
| 106 | White solid plastic seat with lid | Each | 20 | 684.85 | 13,697 |
| 107 | 32 mm dia | Each | 40 | 103.9 | 4,156 |
| 108 | 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 | 40 | 1,607.95 | 64,318 |
| 109 | 15 mm nominal dia Pipes | Metre | 50 | 286.8 | 14,340 |
| 110 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 111 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 112 | 50 mm nominal dia Pipes | Metre | 40 | 934.15 | 37,366 |
| 113 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 114 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 115 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 116 | 15mm nominal bore | Each | 40 | 574.3 | 22,972 |
| 117 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 80 | 74.8 | 5,984 |
| 118 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 40 | 196.75 | 7,870 |
| 119 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 30 | 208.45 | 6,253.5 |
| 120 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 40 | 224.1 | 8,964 |
| 121 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 20 | 156.9 | 3,138 |
| 122 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 20 | 121.4 | 2,428 |
| 123 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1680 | 495.05 | 8,31,684 |
| 124 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 590 | 598.6 | 3,53,174 |
| 125 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 80 | 1,176.8 | 94,144 |
| 126 | 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 | 100 | 817.15 | 81,715 |
| 127 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer- in-charge. | Each | 450 | 82.45 | 37,102.5 |
| 128 | Upto 5 mm depth and 5 mm width | Metre | 100 | 148.1 | 14,810 |
| 129 | Upto 10 mm depth and 10 mm width | Metre | 100 | 200.95 | 20,095 |
| 130 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 5 | 8,042.3 | 40,211.5 |
| 131 | Frame size 65 x 100 mm | Metre | 200 | 1,111.3 | 2,22,260 |
| 132 | 30 mm thick | Sqm | 50 | 4,346.7 | 2,17,335 |
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