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Tender Value
₹6.4 Cr
EMD Value
₹12.7 L
Closing Date
4 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
GENERAL
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. SPECIAL NOTE:- 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 reference. (Authority: CE's letter No.- CE/G/Arb& Cont. Mgt./Tender Circular/Pt.1/317, Dated: 11:03.2025)
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 less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard 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 notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Technical Eligibility Criteria: 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, 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.
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India or entity authorized by RBI to do so for the relevant date or immediately previous date for which rates have been published. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date or immediately previous date for which rates have been published.
[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) of GCC April - 2022, 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 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 1.4.1 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 beadded 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.]
Technical Eligibility Criteria for JOINT VENTURE (JV) ('a' or 'b' mentioned hereunder): (a) For Works without composite components The technical eligibility for the work as per para 10.1 of GCC April - 2022, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work as per para 10.1 of GCC April - 2022, shall have technical capacity of minimum 10% of the cost of work i.e., each non-lead member of JV member must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of advertised value of the tender. (b) For works with composite components The technical eligibility for major component of work as per para 10.1 a of GCC April - 2022, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV' and technical eligibility for other component(s) of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'any member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work as per para 10.1 of GCC April - 2022, shall have technical capacity of minimum 10% of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (non-lead) member of must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of cost of any component of work mentioned in technical eligibility criteria. Note for Technical Eligibility Criteria: a) The Major component of the work for this purpose shall be the component of work having highest value. In cases where value of two or more component of work is same, any one work can be classified as Major component of work. b) Value of a completed work done by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above-mentioned technical eligibility criteria in the tender under consideration.
Defination of Similar Work :- Any civil engineering works.
146 conditions · 7 needing a document upload
Checklists for submission of documents while submitting the tender. : It shall be mandatory to submit the following documents (relevant to the nature of the firm) along with offer.
If the accepted tender value is more than 5% below the advertised tender value, the contractor shall submit an additional Performance Guarantee at the rate of 5% of the contract value. (Authirity : Advance Correction Slip No. 11 to IRS GCC April-2022)
For Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.: - Please submit a Self-certificate by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. in the prescribed format as Annexure-V(A). Non submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer.
Fulfillment of Standard Technical and Financial Criteria as per tender documents.
(a) Sole Proprietorship Firm: (i) All documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC April-2022.
(b) HUF: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii) All other documents in terms of Para 10 of the Tender Form (Second Sheet) IRSGCC April-2022.
(c) Partnership Firm: The following documents shall be submitted by the partnership firm, with the tender: (i) A notarized copy of the Partnership Deed or a copy of the Partnership deed registered with the Registrar. (ii) A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm. (iii) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(d) Joint Venture (JV) (If applicable): The tenderer shall submit all documents as mentioned in para 17 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(e) Company registered under Companies Act 2013: (i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Certificate of Incorporation (iii) A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. (iv) All other documents in terms Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
(f) LLP (Limited Liability Partnership): (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation (iii) A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April- 2022.
(g) Registered Society & Registered Trust: (i)A copy of Certificate of Registration (ii)A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) A copy of Rules & Regulations of the Society (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IRSGCC April-2022.
Declaration regarding Retd Railway Employee.
PAN
GST REGISTRATION
EPF REGISTRATION (IF APPLICABLE)
Bid Security as Bank Guarantee Bond from a scheduled commercial bank of India . The Bank Guarantee Bond shall be as per Annexure VIA (AVAILABLE IN GCC APRIL 2022 WHICH IS UPLOADED IN DOCUMENT TAB) and shall be valid for a period of 90 days beyond the bid validity period. The original Bank Guarantee should be delivered to officials of Engineering Tender cell/ RNC, before closing date for submission of bids (i.e. excluding the last date of submission of bids). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. Bank Guarantee Bond should be with following details:-
1.15.1 Acting through - DRM(Engg.), South Eastern Railway, Ranchi.
Beneficiary: FA & CAO, South Eastern Railway, Garden Reach, 1.15.2 Kolkata.
Duly filled and signed Annexure VIB (AVAILABLE IN GCC APRIL 2022 WHICH IS UPLOADED IN DOCUMENT TAB) ) duly supported by Audited Balance Sheet duly certified by the Chartered Accountant. (for work costing more than 50 lakhs )
Technical Eligibility Criteria (for work costing more than 50 lakhs).
BID CAPACITY:- For tenders having advertised value more than Rs 10 crore.
Joint Venture (JV):- For tenders having advertised value more than Rs 10 crore.
Commercial-Compliance:-
Tenderer must have valid PF code number. Tenderer should upload document with respect to valid PF code number . Bill will be cleared only after verification of PF challan paid for previous month among all other statutory dues by the contractor/establishment.
Tenderers are required to upload copy of Permanent Account Number & GST.
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.
Construction of additional Room/Goomty and drain at Karra, Construction of High- Level Platform and Drain at Nagjua, and Construction of Relay Room, End Goomty and Drain at Bodagram.
DRMENGGRNC-66-2026~SER
DRMENGGRNC-66-2026
Open
Works - General
12 Months
Ranchi, Jharkhand
₹0
₹12.7 L
11 Aug 2026
11 Aug 2026
21 Aug 2026
161 items across 3 schedules · ₹3,13,10,973.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 12 | 326.68 | 3,920.16 |
| 2 | All kinds of soil | cum | 131 | 177.5 | 23,252.5 |
| 3 | All kinds of soil. | cum | 877.08 | 260.3 | 2,28,303.92 |
| 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 | 493 | 196 | 96,628 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 2850 | 700.5 | 19,96,425 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 307 | 2,123.75 | 6,51,991.25 |
| 7 | 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 | 86.42 | 7,878.5 | 6,80,859.97 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 38 | 7,294.7 | 2,77,198.6 |
| 9 | 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 | 190.18 | 7,178.75 | 13,65,254.68 |
| 10 | 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 | 14 | 9,895.2 | 1,38,532.8 |
| 11 | Foundations, footings, bases for columns | Sqm | 546 | 392.15 | 2,14,113.9 |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 115 | 10,105.1 | 11,62,086.5 |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 42 | 410.85 | 17,255.7 |
| 14 | 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 | .34 | 9,045.75 | 3,075.56 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 69 | 392.15 | 27,058.35 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 358 | 927.25 | 3,31,955.5 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 638 | 736.4 | 4,69,823.2 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 345 | 961.3 | 3,31,648.5 |
| 19 | Stairs, (excluding landings) except spiral- staircases | Sqm | — | 1 764.95 | 764.95 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 64 | 951.1 | 60,870.4 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6845 | 107.85 | 7,38,233.25 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 13648 | 107.85 | 14,71,936.8 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 55 | 9,504.75 | 5,22,761.25 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 114 | 9,860.4 | 11,24,085.6 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 56 | 733.5 | 41,076 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 354.54 | 7,132.25 | 25,28,667.92 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200.54 | 9,105.95 | 18,26,107.21 |
| 28 | Sqm | 45 | 865.65 | 38,954.25 | |
| 29 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 30 | Area of slab over 0.50 sqm | Sqm | — | 9 5136.3 | 46,226.7 |
| 31 | Second class teak wood | cum | 1.1 | 1,42,949.7 | 1,57,244.67 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 22 | 2,392.65 | 52,638.3 |
| 33 | On one side only | Sqm | 11 | 478 | 5,258 |
| 34 | 300x16 mm | Each | — | 8 216.55 | 1,732.4 |
| 35 | 250x16 mm | Each | — | 8 193.7 | 1,549.6 |
| 36 | 250x10 mm | Each | — | 8 83.9 | 671.2 |
| 37 | 150x10 mm | Each | — | 8 59.45 | 475.6 |
| 38 | 125 mm | Each | — | 8 39.95 | 319.6 |
| 39 | 75 mm | Each | — | 8 29.7 | 237.6 |
| 40 | 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 | — | 1 854.65 | 854.65 |
| 41 | 50 mm | Each | — | 1 356.75 | 356.75 |
| 42 | Double strip (horizontal type) | Each | — | 1 39.7 | 39.7 |
| 43 | Extruded section profile size 48x40 mm | Metre | — | 1 270.2 | 270.2 |
| 44 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). | Sqm | — | 2 2969.25 | 5,938.5 |
| 45 | Second class teak wood | Sqm | — | 1 5217.65 | 5,217.65 |
| 46 | With 12 mm mild steel U beading | Sqm | 32 | 1,228 | 39,296 |
| 47 | 18 mm thick | Sqm | — | 1 1362.3 | 1,362.3 |
| 48 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer- in-charge. | Sqm | — | 2 1010.6 | 2,021.2 |
| 49 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | — | 1 2829.25 | 2,829.25 |
| 50 | 200 mm | Each | — | 1 186.65 | 186.65 |
| 51 | 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 | — | 2 272 | 544 |
| 52 | 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 | — | 1 885.1 | 885.1 |
| 53 | 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 | 7050 | 117.35 | 8,27,317.5 |
| 54 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 8150 | 133.7 | 10,89,655 |
| 55 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 300 | 97.2 | 29,160 |
| 56 | Providing and fixing bolts including nuts and washers complete. | Kg | 22 | 159.35 | 3,505.7 |
| 57 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5255 | 172.6 | 9,07,013 |
| 58 | 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 | 31 | 772.4 | 23,944.4 |
| 59 | 1:6 (1cement : 6 coarse sand) | Sqm | 389.1 | 965.55 | 3,75,695.51 |
| 60 | 18 mm thick | Sqm | 22 | 662.05 | 14,565.1 |
| 61 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 49 | 8,595.15 | 4,21,162.35 |
| 62 | Dark shade pigment using ordinary cement | Sqm | 785 | 1,442.15 | 11,32,087.75 |
| 63 | Dark shade pigment using ordinary cement | Sqm | — | 8 1119.5 | 8,956 |
| 64 | Acid and alkali resistant tile | Sqm | 31 | 1,738.15 | 53,882.65 |
| 65 | Acid and alkali resistant tile | Sqm | 31 | 1,884.9 | 58,431.9 |
| 66 | Providing and fixing 1st quality ceramic glazed floor 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 | — | 3 1112.7 | 3,338.1 |
| 67 | Size of Tile 600x600 mm | Sqm | 274 | 1,553.45 | 4,25,645.3 |
| 68 | Size of Tile 600 x 600 mm | Sqm | — | 1 1464.85 | 1,464.85 |
| 69 | Size of Tile 600x600 mm | Sqm | 39 | 1,623.05 | 63,298.95 |
| 70 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 10 | 4,481.3 | 44,813 |
| 71 | 110 mm diameter | Metre | 48 | 377.4 | 18,115.2 |
| 72 | 110 mm | Each | 11 | 136.15 | 1,497.65 |
| 73 | 110x110x110 mm | Each | 11 | 234.15 | 2,575.65 |
| 74 | 110 mm bend | Each | 18 | 150.35 | 2,706.3 |
| 75 | 110 mm Shoe | Each | 11 | 131.85 | 1,450.35 |
| 76 | 110 mm | Each | 27 | 371.3 | 10,025.1 |
| 77 | 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 | 165 | 738.65 | 1,21,877.25 |
| 78 | Ridges plain (500 - 600mm) | Metre | 16 | 532.35 | 8,517.6 |
| 79 | 1:6 (1 cement: 6 fine sand) | Sqm | 802 | 333.35 | 2,67,346.7 |
| 80 | 1:6 (1 cement: 6 fine sand) | Sqm | 1659 | 383 | 6,35,397 |
| 81 | 1:6 (1 cement: 6 fine sand) | Sqm | 11 | 450 | 4,950 |
| 82 | 1:3 (1 cement : 3 fine sand) | Sqm | 350 | 300.45 | 1,05,157.5 |
| 83 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1104 | 262.7 | 2,90,020.8 |
| 84 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 1104 | 185.65 | 2,04,957.6 |
| 85 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1120 | 116.9 | 1,30,928 |
| 86 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 539 | 160.6 | 86,563.4 |
| 87 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 12 | 176.25 | 2,115 |
| 88 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 50 | 36.1 | 1,805 |
| 89 | Two or more coats on new work | Sqm | 150 | 155.9 | 23,385 |
| 90 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 104 | 226.25 | 23,530 |
| 91 | Two or more coats on new work | Sqm | 50 | 146.8 | 7,340 |
| 92 | 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 | 539 | 156.05 | 84,110.95 |
| 93 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 245 | 9,823.8 | 24,06,831 |
| 94 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 110 | 2,017.6 | 2,21,936 |
| 95 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | — | 1 6767.4 | 6,767.4 |
| 96 | W.C. pan with ISI marked white solid plastic seat and lid | Each | — | 1 6515.55 | 6,515.55 |
| 97 | 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 | — | 1 1550.6 | 1,550.6 |
| 98 | 510x1040 mm bowl depth 250 mm | Each | — | 1 6945.6 | 6,945.6 |
| 99 | 40 mm dia | Each | — | 1 119.55 | 119.55 |
| 100 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | — | 7 53.25 | 372.75 |
| 101 | Oval shape 450x350 mm (outer dimensions) | Each | — | 1 1377.1 | 1,377.1 |
| 102 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 27 | 1,151.9 | 31,101.3 |
| 103 | Sand cast iron S&S pipe as per IS: 1729 | Metre | — | 3 1044.75 | 3,134.25 |
| 104 | 75 mm dia pipe | Each | — | 1 168.2 | 168.2 |
| 105 | 100 mm dia pipe | Each | — | 1 198.15 | 198.15 |
| 106 | Sand cast iron S&S as per IS - 1729 | Each | — | 1 598.5 | 598.5 |
| 107 | Sand cast iron S&S as per IS - 1729 | Each | — | 1 501.45 | 501.45 |
| 108 | Sand cast iron S&S as per IS - 1729 | Each | — | 4 470.45 | 1,881.8 |
| 109 | Sand cast iron S&S as per IS - 1729 | Each | — | 1 584.25 | 584.25 |
| 110 | Sand cast iron S&S as per IS - 1729 | Each | — | 1 490.05 | 490.05 |
| 111 | 100 mm | Each | — | 1 139.7 | 139.7 |
| 112 | 75 mm | Each | — | 1 90.3 | 90.3 |
| 113 | 100 mm diameter pipe | Metre | — | 3 82.8 | 248.4 |
| 114 | 75 mm diameter pipe | Metre | — | 3 62.95 | 188.85 |
| 115 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | — | 1 708.95 | 708.95 |
| 116 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | — | 1 713.2 | 713.2 |
| 117 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | — | 3 362.9 | 1,088.7 |
| 118 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 34 | 316.25 | 10,752.5 |
| 119 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 100 | 597.75 | 59,775 |
| 120 | PPR Union 32mm | Each | — | 2 403.7 | 807.4 |
| 121 | 20 mm nominal dia Pipes | Metre | — | 6 335 | 2,010 |
| 122 | 15 mm nominal dia Pipes | Metre | — | 1 497.8 | 497.8 |
| 123 | 20 mm nominal bore | Each | — | 8 379.2 | 3,033.6 |
| 124 | 20 mm nominal bore | Each | — | 4 539.95 | 2,159.8 |
| 125 | 32 mm nominal bore. | Each | — | 1 689.6 | 689.6 |
| 126 | 50 mm nominal bore | Each | — | 2 1026.65 | 2,053.3 |
| 127 | 20 mm nominal bore | Each | — | 1 462.5 | 462.5 |
| 128 | 100 mm diameter | Each | — | 1 193.95 | 193.95 |
| 129 | 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 | 210 | 11 | 2,310 |
| 130 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 1 125.6 | 125.6 |
| 131 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | — | 1 176.85 | 176.85 |
| 132 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | — | 1 218.1 | 218.1 |
| 133 | 100 mm nominal dia | Each | — | 1 37.6 | 37.6 |
| 134 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | — | 1 156.9 | 156.9 |
| 135 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | — | 1 121.4 | 121.4 |
| 136 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | — | 1 111.45 | 111.45 |
| 137 | 15 mm nominal bore, weighing not less than 32 gms | Each | — | 1 53.6 | 53.6 |
| 138 | With common burnt clay F.P.S. (non modular) bricks | Each | — | 1 416.8 | 416.8 |
| 139 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | — | 1 26861.9 | 26,861.9 |
| 140 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 370 | 495.05 | 1,83,168.5 |
| 141 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 439 | 598.6 | 2,62,785.4 |
| 142 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 31 | 1,176.8 | 36,480.8 |
| 143 | Upto 5mm depth and 5 mm width | Metre | 159 | 96.75 | 15,383.25 |
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