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Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
11 Sept 2026, 3:15 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN NE
20 conditions · 2 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
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.
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.
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.
Technical Eligibility Criteria: (a)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 (b) (1)In case of tenders for 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 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 each component of tender, or (ii)Two similar works each costing not lessthan 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 General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract 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 notarized, 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 Sublette, 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.
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 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, 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.
Para 1.2 & its sub para of standard financial criteria are also applicable during evaluation of technical credential of partnership firm
Definition of Similar Work :- 'Any type of civil work viz building up to G+4 and structure work, pipe line, under ground and overhead tanks, foundation treatment works in any Railway embankment /cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works'.
24 conditions · 3 needing a document upload
As per this check list mentioned in the following sub-para; Documents in prescribed format as per applicability shall be submitted duly filled & signed by the Tenderer. Non submission of these documents shall be led to summarily rejection of Bid.
Work Completion Certificate shall be submitted in reference to para 10.1 of Tender Form Second Sheet of ITT.
In case of newly formed partnership firm/existing partnership firm, if any one or more partners quit the partnership firm/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 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.
The original Bank Guarantee if any should be delivered in person to the official nominated i.e. Inward/outward Section before closing date for submission of bids (i.e. excluding the last date of submission of bids). Bank Guarantee Bond shall be issued from any scheduled commercial bank of India on non-judicial stamp paper as per The Stamp Act of the concerned State & should be in the name of the Executing Bank.
In case of other than Company/Proprietary firm, Annexure -V(A) shall also 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.
Tender Form (First Sheet) in Standard format shall be uploaded by the tenderer. The tender form shall be purchased and submitted only in the name of the JV and not in the name of any constituent member.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / 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. Tenderer should submit Particulars of the Tenderer such as Name of the Firm, Constitution of the firm (Proprietary/Partnership firm/ LLP/Company/HUF/Society etc.), Name of Owner, Office Address, Phone No; email address, Key Person Name & Phone No; etc. along with the bid. 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. 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.
All constitutional concern documents in Standard Format shall be uploaded by the Tenderer in reference to Para 14. ii. (a to g) 17.14.1 to 5 & 18 of Tender Form Second Sheet of ITT as per applicability.
Dully witnessed POA (executed on non-judicial stamp paper of appropriate value as per Stamp Act of state concerned) shall be uploaded as per provision of POA act as per applicability.
Resolution of Board of Directors shall be signed by Two Directors/as per provision mentioned in AOA of the Company under provisions of Company Act with Company Seal & attorney to be issued as per decision made in board meeting. If any changes in constitution of Company/Partnership firm occurred, all related documents with Company Data muster/ Supplementary deed in case of Partnership Firm shall be submitted by bidder. Resolution of Board of Directors shall be signed by Two Directors/as per provision mentioned in AOA of the Company under provisions of Company Act with Company Seal & attorney to be issued as per decision made in board meeting. If any changes in constitution of Company/Partnership firm occurred, all related documents with Company Data muster/ Supplementary deed in case of Partnership Firm shall be submitted by bidder.
The facility for online verification of Bank Guarantees(BGs) through the Structural Financial Messaging system (SFMS) has been enabled. Kindly refer to the Railway Board's letter (2020/ACII/9/6/e dated 07.04.2022) details as prescribed in tender documents as well as the above cited Board letter must be incorporated into the SFMS while issuing Bank Guarantees by vendors/contractors in favour of the railway. It is mandatory if submission of BG be in form of security deposit (during tendering) as well as performance guarantees (after award of work).
For tenders having advertised value more than Rs 10 crore (ACS 11 Dated 13.03.2026) wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender.
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. 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 to Chief Office Superintendent Rate before closing date for submission of bids i.e., excluding the last date of submission of bids. (ACS-5 dated 20.10.02023). (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. (vii)The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
Tenderers should show discount in the rate schedule only, instead of anywhere else in the offer. Discounts not shown at designated place will be summarily ignored for assigning interse ranking of offers. Conditional discount will not be considered for adjudging the inter-se position i.e. rate quoted without any conditions attached (viz. Discount/ Rebates having linkages to quantity, rates payment etc.) will only be considered forevaluation purpose. In other words, discounted rates linked to quantities, rates, prompt payment etc. will be ignored for determining inter-se position. Railway, however reserves the right to use the discounted rate/ rates considered workable and appropriate, for counter offer to the successful tenderers.
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. Contractor shall be liable to pay/refund the amount collected as GST to the Indian Railways along with interest and penalties, if any imposed by the authorities, in case GST input tax credit of Indian Railways is denied/rejected by the tax authorities due to reasons mentioned below but not limited to: Wrong/incorrect invoices issued by Contractor ; No-filing of GST returns; Non payment of GST collected from Indian Railways to the authorities; Any other noncompliance done by Contractor; Retention Money: Any payment liable to be paid by Indian Railways to contractor against the goods or services or both supplied by such contractor to Indian Railways shall be kept on hold in case supplier makes any noncompliance of any of the GST law provisions including nonreporting of invoices in GST returns. Such payment shall be released after proper verification of records and availability of ITC to Indian Railways as per provisions of GST Law. General Indemnity: Contractor hereby agrees to indemnify and hold harmless the Indian Railways from and against any and all losses, including loss on account of Input Tax Credit and all losses incurred by the Indian Railways relating to or arising out of or in connection with any actual or threatened claim, legal action, proceedings, prosecution or inquiry by or against the Indian Railways arising out, directly or indirectly, off failure by the contractor to comply with the provisions of GST and related laws, or based upon or arising from any failure by the Contractor {After award of LOA it should be indemnify otherwise action may be taken by competent authority and will be binding upon contractor).(ACS-11) ( Click here to download Format)
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Ahilyanagar (ANG) - Creation of New Running Room of 35 Bed capacity with integrate lobby.
DRM-W-PA-E-Tnd-2026-NE-13~CR
DRM-W-PA-E-Tnd-2026-NE-13
Open
Works - General
12 Months
Pune, Maharashtra
₹0
₹7.6 L
19 Aug 2026
19 Aug 2026
28 Aug 2026
87 items across 1 schedule · ₹3,36,34,281.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 4500 | 177.5 | 7,98,750 |
| 2 | Ordinary rock | cum | 350 | 498.9 | 1,74,615 |
| 3 | Hard rock (blasting prohibited) | cum | 240 | 1,432.95 | 3,43,908 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 570 | 196 | 1,11,720 |
| 5 | All kinds of soil | Sqm | 570 | 34.15 | 19,465.5 |
| 6 | 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 | 140 | 7,878.5 | 11,02,990 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 390 | 392.15 | 1,52,938.5 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 950 | 927.25 | 8,80,887.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1300 | 736.4 | 9,57,320 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 530 | 961.3 | 5,09,489 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 42990 | 107.85 | 46,36,471.5 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 350 | 9,504.75 | 33,26,662.5 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 375 | 9,860.4 | 36,97,650 |
| 14 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 70 | 733.5 | 51,345 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 7,370.65 | 1,84,266.25 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 9,105.95 | 3,64,238 |
| 17 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 600 | 8,333.65 | 50,00,190 |
| 18 | Area of slab over 0.50 sqm | Sqm | 65 | 5,136.3 | 3,33,859.5 |
| 19 | Granite work | Metre | 135 | 510.95 | 68,978.25 |
| 20 | Each | 1 | 978.7 | 978.7 | |
| 21 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 88 | 1,267.95 | 1,11,579.6 |
| 22 | 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 | 250 | 5,015.05 | 12,53,762.5 |
| 23 | 20 mm dia | Metre | 30 | 393.25 | 11,797.5 |
| 24 | 300x16 mm | Each | 100 | 216.55 | 21,655 |
| 25 | 200x10 mm | Each | 100 | 69.4 | 6,940 |
| 26 | 100 mm | Each | 125 | 32.55 | 4,068.75 |
| 27 | 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 | 85 | 570.95 | 48,530.75 |
| 28 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 60 | 3,720.75 | 2,23,245 |
| 29 | 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 | 4342 | 117.35 | 5,09,533.7 |
| 30 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 7 | 5,804.35 | 40,630.45 |
| 31 | 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 | 25 | 772.4 | 19,310 |
| 32 | Size of Tile 600x600 mm | Sqm | 290 | 1,553.45 | 4,50,500.5 |
| 33 | Size of Tile 800x800 mm | Sqm | 170 | 1,885.5 | 3,20,535 |
| 34 | In 75x75 mm deep chase | Metre | 440 | 305.15 | 1,34,266 |
| 35 | 110 mm diameter | Metre | 160 | 377.4 | 60,384 |
| 36 | 110x110x110 mm | Each | 70 | 234.15 | 16,390.5 |
| 37 | 110 mm bend | Each | 70 | 150.35 | 10,524.5 |
| 38 | 110 mm | Each | 25 | 371.3 | 9,282.5 |
| 39 | 1:6 (1 cement: 6 coarse sand) | Sqm | 390 | 395.35 | 1,54,186.5 |
| 40 | 1:4 (1 cement: 4 fine sand) | Sqm | 3660 | 477.9 | 17,49,114 |
| 41 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 460 | 262.7 | 1,20,842 |
| 42 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 85 | 170.7 | 14,509.5 |
| 43 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 20 | 563.9 | 11,278 |
| 44 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 45 | 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 | 14 | 3,551.25 | 49,717.5 |
| 46 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 47 | 63 mm to 45 mm size stone aggregate | cum | 35 | 1,636.05 | 57,261.75 |
| 48 | Moorum | cum | 1033 | 768.25 | 7,93,602.25 |
| 49 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 1068 | 1,046.95 | 11,18,142.6 |
| 50 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | Sqm | 868 | 883.15 | 7,66,574.2 |
| 51 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 50 | 7,993.8 | 3,99,690 |
| 52 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 100 | 11,098.45 | 11,09,845 |
| 53 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 36 | 55.5 | 1,998 |
| 54 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 165 | 972 | 1,60,380 |
| 55 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 56 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 2 | 6,383.25 | 12,766.5 |
| 57 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 12 | 1,513.6 | 18,163.2 |
| 58 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 59 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 12 | 1,034.8 | 12,417.6 |
| 60 | 32 mm dia | Each | 14 | 103.9 | 1,454.6 |
| 61 | Rectangular shape 453x357 mm | Each | 14 | 1,361.8 | 19,065.2 |
| 62 | Sand cast iron S&S as per IS: 3989 | Each | 18 | 1,996.5 | 35,937 |
| 63 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 14 | 673.4 | 9,427.6 |
| 64 | 20 mm nominal dia Pipes | Metre | 155 | 335 | 51,925 |
| 65 | 25 mm nominal dia Pipes | Metre | 155 | 401.55 | 62,240.25 |
| 66 | 50 mm nominal dia Pipes | Metre | 95 | 934.15 | 88,744.25 |
| 67 | 50 mm nominal dia Pipes | Metre | 40 | 794.25 | 31,770 |
| 68 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 69 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 70 | 15 mm nominal bore | Each | 65 | 97.75 | 6,353.75 |
| 71 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 72 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 5220 | 11 | 57,420 |
| 73 | 15 mm nominal bore | Each | 24 | 820.7 | 19,696.8 |
| 74 | 15mm nominal bore | Each | 40 | 574.3 | 22,972 |
| 75 | 150 mm dia. R.C.C. pipe | Metre | 44 | 556.45 | 24,483.8 |
| 76 | 300 mm dia. R.C.C. pipe | Metre | 44 | 994.3 | 43,749.2 |
| 77 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 9,594.35 | 47,971.75 |
| 78 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 3 | 7,789.85 | 23,369.55 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 10 | 530.9 | 5,309 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 5 | 634.45 | 3,172.25 |
| 81 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 18 | 1,176.8 | 21,182.4 |
| 82 | Upto 5mm depth and 5 mm width | Metre | 60 | 96.75 | 5,805 |
| 83 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 345 | 617.05 | 2,12,882.25 |
| 84 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 14 | 8,042.3 | 1,12,592.2 |
| 85 | 300 mm dia | Metre | 40 | 707.75 | 28,310 |
| 86 | 300 mm dia | Metre | 25 | 825.7 | 20,642.5 |
| 87 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 14 | 1,399.95 | 19,599.3 |
| Schedule total | ₹3,36,34,281.9 | ||||
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GeneralConditionsofContract.GCC.pdf
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ACS 1 to 11
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Annexure-VA.pdf
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AnnexureVIB.pdf
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GeneralConditionsofContract.GCC.ACS.1-11.pdf
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GCCACS-123389822Dated12.08.2026_compressed1.pdf
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TENDERFORMFirstSheet_1.pdf
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TD-2026-NE-13GCCspecialconditionGCC.pdf
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