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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
15 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
HQ
16 conditions · 5 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less crores; 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.
Technical Eligibility Criteria: The tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Note: - Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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 oftender, 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, bill wise 1.1.1 details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy offinal/last bill paid by company in support of above work experience certificate.
Definition of Similar Work :- Construction/repairs/maintenance of any Civil Engineering Works.
45 conditions · 6 needing a document upload
Special Mandatory Condition on Similar Nature of work forTechnical Eligibility Criteria :Tenderers has to submit thecertificate duly mentioning the certificate to be taken for eligibletechnical qualification. If the tenderer does not mention itclearly, the offer may not be considered for technical criteria ofeligibility. If the credentials submitted by the tenderer fromcombined nature of work, which is not specifically matching forthe similar nature of work stipulated by the Railway for thetender, the tenderers should enclose the work completioncertificate in support of Technical Criteria of Eligibility clearlymentioning the completed value of the similar nature of workfrom the certificate of the combined work duly enclosing the billcopy. Also, in a separate covering letter, the completed / paidvalues of items covered for similar work in the credential ofcombined work should be submitted duly mentioning thereference of similar nature items from the bill copy enclosed. ForExample, if the similar nature of work stipulated for a bridgerebuilding work is "Execution of works of construction ofbridges/rebuilding of bridges or regirdering of bridges/launchingof slabs under the running track" Against the similar nature ofwork, if thecredential submitted by the tenderer is related toroad work combined with bridge works, they should submit thecredential with clear cut completed/paid value of the bridgework from certificate issuing authority along with a coveringletter by the tenderer with last paid bill copy stating the paidvalues of items covered for bridge work in the credential ofcombined work duly mentioning the reference of bridge relateditems from the bill copy enclosed. If the bidders failed to enclosedocuments as per these guidelines, the offers shall beconsidered as invalid and summarily rejected"
Annexure-V(A) (if applicable) should be filled in and submitted inthe given Commercial compliances for declaration that the Firm/HUF / JV / LLP is not blacklisted or debarred by Railways or anyother Ministry / Department of Govt. of India from participationin tender on the date of opening of bids, either in individualcapacity or as a member of the partnership firm or JV in whichhe was / is a partner/member. Concealment / wrong informationin regard to above shall make the contract liable fordetermination under Clause 62 of the General Conditions ofContract. Note: If the certificate of Annexure-V(A) has not beensubmitted separately as per the same content in the givenformat of enclosed general conditions, the offer shall besummarily rejected.
All mandatory documents as per Provisions contained in Clause- 10, 14, 15, 16, 17 & 18 of Part I of General Conditions ofContract - 2022 as applicable are submitted.
Whether EACH PAGE of the copy of documents/certificates insupport of credential is self-attested/digitally signed bytenderer/authorized representative with signature, stamp &date.
Whether all the documents related "Mandatory Requirement" asapplicable, according to GCC along with all corrections slips fromtime to time and mentioned in the tender documents areenclosed with the tender.
Whether the Tender Form (First Sheet) in the tender documentsis properly filled and submitted along with tender.
The tenderer(s) should submit the BID SECURITY in acceptableform i.e. only through net banking or e-payment gateway orsubmitted as Bank Guarantee Bond from a ScheduledNationalized bank of India or as mentioned in the tenderdocuments. The Bank Guarantee Bond shall be as per Annexure-VI(A) and shall be valid for a period of 90 days beyond the bidvalidity period. (NOTE: For submission of Bid Security in the formof Bank Guarantee, all the procedures mentioned at Para-5 BidSecurity (3) (I) to (VIII) of GCC should invariably be followed.)
Employment/Partnership etc. of Retired Railway Employees: (a) Should a tenderer i) be a retired Engineer of the gazetted rank or any other gazetted officer working before his retirement, whether in the executive or administrative capacity or whether holding a pensionable post or not, in the Engineering or any other department of any of the railways owned and administered by the President of India for the time being, OR ii) being partnership firm / joint venture (JV) / registered society / registered trust etc. have as one of its partners/members a retired Engineer of the gazetted rank or any other gazetted officer working before his retirement, OR iii) being an incorporated company have any such retired Engineer of the gazetted rank or any other gazetted officer working before his retirement as one of its directors AND in case where such Engineer or officer had not retired from government service at least 1 year prior to the date of submission of the tender THEN the tenderer will give full information as to the date of retirement of such Engineer or gazetted officer from the said service and as to whether permission for taking such contract, or if the Contractor be a partnership firm or an incorporated company, to become a partner or director as the case may be, has been obtained by the tenderer or the Engineer or officer, as the case may be from the President of India or any officer, duly authorized by him in this behalf, shall be clearly stated in writing at the time of submitting the tender. b) In case, upon successful award of contract, should a tenderer depute for execution of the works under or to deal matters related with this contract, any retired Engineer of gazette rank or retired gazetted officer working before his retirement in the Engineering or any other department of any of the railways owned and administered by the President of India for the time being, and now in his employment, then the tenderer will ensure that retired Engineer or retired gazetted officer had retired from government service at least 1 year prior to the date of his employment with tenderer and in case he had retired from service within a year then he possesses the requisite permission from the President of India or any officer, duly authorized by him in this behalf, to get associated with the tenderer. c) Should a tenderer or Contractor being an individual, have member(s) of his family or in the case of partnership firm/ company / joint venture (JV) / registered society / registered trust etc. one or more of his partner(s)/shareholder(s) or member(s) of the family of partner(s)/shareholder(s) having share of more than 1%in the tendering entity employed in gazetted capacity in the Engineering or any other department of the railway, then the tenderer at the time of submission of tender, will inform the authority inviting tenders the details of such persons. Note: -If information as required as per 16.a), b), c) above has not been furnished, contract is liable to be dealt in accordance with provision of clause 62 of the Standard General Condition of contract.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc. if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Apostille certificate. (The tenderer should have to submit Power of Attorney along with his offer stated above).
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. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their 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. (ii) The Other documents to be submitted in support of the above as per Clause No. 14 (ii) of GCC-2022. (iii) 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. (iv) After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society / HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo-moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted. (v) A tender from JV shall be considered only where permissible as per the tender conditions. (vi) The Railway will not be bound by any change of power of attorney or in the composition of the firm made subsequent to the submission of tender. Railway may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
The tenderers shall submit a copy of certificate in case of other than Company/Proprietary firm, Annexure-V(A) shall be submitted by 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 above certificate(s) by the bidder shall result in summarily rejection of his/their bid. Note: If the certificate of Annexure-V(A) has not been submitted separately as per the same content in the given format of enclosed general conditions, the offer shall be summarily rejected.
The Tenderers have to fill in the details in TENDER FORM FIRST SHEET attached in the Documents Column and upload the same. Non-compliance with the conditions set forth therein above is liable to result in the tender being rejected. (Please Click on Tender Notice No. to go to Documents Column for "TENDER FORM FIRST SHEET").
Clause-5-GCC Bid Security:(1) (a)The tenderer shall be required to submit the Bid Security with the tender for the due performance with the stipulation to keep the offer open till such date as specified in the tender, under the conditions of tender. The Bid Security shall be as under: For all works 2% of the estimated cost of the work. Note: (i) The Bid Security shall be rounded off to the nearest 100. This Bid Security shall be applicable for all modes of tendering. (ii) Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security detailed above. (iii) Labour Cooperative Societies shall submit only 50% of above Bid Security detailed above. (b) It shall be understood that the tender documents have been issued to the tenderer and the tenderer is permitted to tender inconsideration of stipulation on his part, that after submitting his tender he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to the Engineer. Should the tenderer fail to observe or comply with the said stipulation, the aforesaid amount shall be liable to be forfeited to the Railway.(c) If his tender is accepted, this Bid Security mentioned in sub Para (a) above will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract. The Bid Security of other Tenderers shall, save as herein be fore provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation that may happen there to while in their possession, nor be liable to pay interest thereon.(2) The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VIA and shall be valid for a period of 90days beyond the bid validity period. (3) In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). iii. 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 the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected.vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the***Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right-hand top corner of the envelope.
In continuation to BID SECURITY 3 of (i to vi): vii. The envelopeshall be addressed to the officer and address as mentioned inthe tender document. viii. If the envelope is not sealed andmarked as instructed above, the Railway assumes noresponsibility for the misplacement or premature opening of thecontents of the Bid submitted and consequent losses, if any,suffered by the Bidder. If any Bidder/Contractor submitted BGagainst Bid Security & Performance Guarantee (PG), then eBGdata entry in Structured Financial Management System (SFMS)by BG issuing Bank Authorities to be ensured by concernBidder/Contractor. Also, all Bidder(s) to be ensure whilesubmission of BG against Bid Security & Performance Guarantee(PG) i.e. BG issuing will be with two IFSC codes as Advising bankIFSC code must be "SBIN000RAIL" and as Beneficiary bank IFSCcode must be"SBIN0000041". Beneficiary: PFA, Visakhapatnam,South Coast Railway, PAN No: AAAGM0289C, e-Mail ID:[email protected]..
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.
Repairs to DRH/VSKP and DRM Office Complex in the SSE/Works/HQ/VSKP under the jurisdiction of Sr. ADEN/HQ/VSKP.
eT-HQ-VSKP-12-2026~SCOR
eT-HQ-VSKP-12-2026
Open
Works - General
8 Months
Visakhapatnam, Andhra Pradesh
₹0
₹3.2 L
23 Sept 2026
23 Sept 2026
1 Oct 2026
186 items across 5 schedules · ₹52,78,212.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 45 | 261.35 | 11,760.75 |
| 2 | All kinds of soil | Sqm | 380 | 129.85 | 49,343 |
| 3 | All kinds of soil | cum | 45 | 177.5 | 7,987.5 |
| 4 | 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 | 40 | 7,878.5 | 3,15,140 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 35 | 7,178.75 | 2,51,256.25 |
| 6 | cum | 2 | 11,505.5 | 23,011 | |
| 7 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 120 | 951.1 | 1,14,132 |
| 8 | 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 |
| 9 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 750 | 78.4 | 58,800 |
| 10 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 80 | 1,123.8 | 89,904 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 9,095.05 | 5,45,703 |
| 12 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 13 | Area of slab over 0.50 sqm | Sqm | 18 | 5,136.3 | 92,453.4 |
| 14 | Granite work | Metre | 80 | 510.95 | 40,876 |
| 15 | Each | 4 | 978.7 | 3,914.8 | |
| 16 | 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 | 300 | 5,015.05 | 15,04,515 |
| 17 | Second class teak wood | cum | 1.48 | 1,42,949.7 | 2,11,565.56 |
| 18 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 120 | 2,600.45 | 3,12,054 |
| 19 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 60 | 1,800.45 | 1,08,027 |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 28 | 3,167.95 | 88,702.6 |
| 21 | Fixed to steel windows by welding | Kg | 800 | 219.1 | 1,75,280 |
| 22 | 125x70x4 mm (ordinary type) | Each | 60 | 185.15 | 11,109 |
| 23 | 150x10 mm | Each | 40 | 287.25 | 11,490 |
| 24 | 300x16x5 mm | Each | 20 | 322.2 | 6,444 |
| 25 | 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 | 20 | 854.65 | 17,093 |
| 26 | 100 mm | Each | 40 | 234.7 | 9,388 |
| 27 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 28 | 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 |
| 29 | Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1.8 metre). | Sqm | 60 | 8,543.6 | 5,12,616 |
| 30 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 30 | 8,247.25 | 2,47,417.5 |
| 31 | 100mm | Each | 20 | 90.45 | 1,809 |
| 32 | 200 mm | Each | 20 | 186.65 | 3,733 |
| 33 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 40 | 272 | 10,880 |
| 34 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in- charge. | ONE SET | 40 | 885.1 | 35,404 |
| 35 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 450 | 117.35 | 52,807.5 |
| 36 | Hot finished welded type tubes | Kg | 1700 | 194.4 | 3,30,480 |
| 37 | 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 | 1110 | 772.4 | 8,57,364 |
| 38 | Ordinary cement without any pigment | Sqm | 60 | 1,056.35 | 63,381 |
| 39 | Size of Tile 600 x 1200 mm | Sqm | 340 | 1,798.8 | 6,11,592 |
| 40 | Size of Tile 600 x 600 mm | Sqm | 80 | 1,464.85 | 1,17,188 |
| 41 | Size of Tile 600x600 mm | Sqm | 140 | 1,893.9 | 2,65,146 |
| 42 | Size of Tile 600x600 mm | Sqm | 480 | 309.05 | 1,48,344 |
| 43 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 44 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 45 | 75 mm | Each | 24 | 91.7 | 2,200.8 |
| 46 | 110 mm | Each | 24 | 136.15 | 3,267.6 |
| 47 | 75 mm | Each | 24 | 93.1 | 2,234.4 |
| 48 | 110 mm | Each | 24 | 127.6 | 3,062.4 |
| 49 | 75x75x75 mm | Each | 24 | 164.2 | 3,940.8 |
| 50 | 110x110x110 mm | Each | 24 | 234.15 | 5,619.6 |
| 51 | 75x75x75 mm | Each | 24 | 144.3 | 3,463.2 |
| 52 | 110x110x110 mm | Each | 24 | 221.35 | 5,312.4 |
| 53 | 75 mm bend | Each | 24 | 105.9 | 2,541.6 |
| 54 | 110 mm bend | Each | 24 | 150.35 | 3,608.4 |
| 55 | 75 mm Shoe | Each | 24 | 93.1 | 2,234.4 |
| 56 | 110 mm Shoe | Each | 24 | 131.85 | 3,164.4 |
| 57 | 75 mm | Each | 24 | 369.85 | 8,876.4 |
| 58 | 110 mm | Each | 24 | 371.3 | 8,911.2 |
| 59 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 110 | 1,355.8 | 1,49,138 |
| 60 | 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 | 140 | 738.65 | 1,03,411 |
| 61 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 62 | Crimp curve | Sqm | 25 | 496.75 | 12,418.75 |
| 63 | Gutter (600 mm over all girth) | Metre | 25 | 1,313.7 | 32,842.5 |
| 64 | 1:6 (1 cement: 6 coarse sand) | Sqm | 750 | 395.35 | 2,96,512.5 |
| 65 | 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 | 650 | 156.05 | 1,01,432.5 |
| 66 | Old work (one or more coats) | Sqm | 2000 | 62.7 | 1,25,400 |
| 67 | Two coats | Sqm | 2200 | 137.45 | 3,02,390 |
| 68 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 3300 | 73.95 | 2,44,035 |
| 69 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 3300 | 19.75 | 65,175 |
| 70 | One or more coats on old work | Sqm | 450 | 102.8 | 46,260 |
| 71 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 350 | 338.25 | 1,18,387.5 |
| 72 | In cement mortar | cum | 15 | 2,060.2 | 30,903 |
| 73 | In cement mortar | cum | 20 | 2,458.95 | 49,179 |
| 74 | Of area beyond 3 sq. metres | Each | 30 | 502.75 | 15,082.5 |
| 75 | 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 | 35 | 263.95 | 9,238.25 |
| 76 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 77 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 10 | 9,256.45 | 92,564.5 |
| 78 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,301.75 | 46,035 |
| 79 | Circular shape 450 mm dia | Each | 20 | 1,479.05 | 29,581 |
| 80 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 10 | 18,212.9 | 1,82,129 |
| 81 | 20 mm nominal dia Pipes | Metre | 45 | 335 | 15,075 |
| 82 | 25 mm nominal dia Pipes | Metre | 65 | 401.55 | 26,100.75 |
| 83 | 20 mm nominal dia Pipes | Metre | 45 | 537.6 | 24,192 |
| 84 | 15 mm nominal bore | Each | 20 | 97.75 | 1,955 |
| 85 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 86 | 15 mm nominal bore | Each | 20 | 670.45 | 13,409 |
| 87 | 15mm nominal bore | Each | 20 | 574.3 | 11,486 |
| 88 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 800 | 530.9 | 4,24,720 |
| 89 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 850 | 563.1 | 4,78,635 |
| 90 | Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. | Sqm | 850 | 72.45 | 61,582.5 |
| 91 | Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 850 | 211.05 | 1,79,392.5 |
| 92 | Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 850 | 77.9 | 66,215 |
| 93 | Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 850 | 374.3 | 3,18,155 |
| 94 | Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 850 | 374.3 | 3,18,155 |
| 95 | Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 850 | 329.05 | 2,79,692.5 |
| 96 | 50mm average thickness | Sqm | 800 | 256.35 | 2,05,080 |
| 97 | 25 mm average thickness | Sqm | 800 | 126.75 | 1,01,400 |
| 98 | Bars upto 12 mm diameter | Metre | 500 | 8.25 | 4,125 |
| 99 | Upto and including 12mm dia. | Each | 950 | 141.2 | 1,34,140 |
| 100 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 80 | 285.2 | 22,816 |
| 101 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 85 | 553.4 | 47,039 |
| 102 | Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case head room at the time of erection of GFRG panels with Grout RW/equivalent sealant compound after the erection of panel before the infill of concrete in panel cavities and fine finish. This applies for all horizontal and vertical joints between GFRG wall and slab panels. | Metre | 600 | 49.3 | 29,580 |
| 103 | Water proofing treatment of Vertical joints (of external side and internal side) between door frame, window & ventilator frames(on all four sides) of outer wall over the Zycosil/equivalent & Zycoprime/equivalent solution already applied (before the installation of door / window / ventilator frames in position) and fine finish with Grout RW/equivalent. | Metre | 600 | 49.95 | 29,970 |
| 104 | Water proofing treatment of RCC sunshade with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) till it meets the saturation level and testing as per RILEM or by water drops test in which water drops do not absorb but drops remain or rolls. | Sqm | 100 | 136.45 | 13,645 |
| 105 | In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and sides of RCC sunshade. | Metre | 600 | 49.95 | 29,970 |
| 106 | Frame size 65 x 100 mm | Metre | 60 | 1,111.3 | 66,678 |
| 107 | 30 mm thick | Sqm | 40 | 4,764.2 | 1,90,568 |
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